TW202248500A

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

Info

Publication number: TW202248500A
Application number: TW110119732A
Authority: TW
Inventors: 盧湘凱
Original assignee: 樂鑫開發工程有限公司
Priority date: 2021-05-31
Filing date: 2021-05-31
Publication date: 2022-12-16
Also published as: TWI783501B

Abstract

The present invention provides a waterborne platform base frame, which includes two pendants, two first beam columns, two second beam columns and two third beam columns. Each of the pendants includes a crossing piece and a connecting piece. Each of the pendants is correspondingly disposed on each of the first beam columns, and the other end of the connecting piece is connected with the first beam column corresponding to each of the pendants. The two second beam columns are parallel to each other and extend across the two first beam columns at intervals. Each of the second beam columns is provided with an end protruding out of each of the first beam columns. A first pile position is formed among the crossing piece, two ends of the two second beam columns, and each of the first beam columns. The two third beam columns are parallel to each other and extend across the two first beam columns at intervals. Each of the third beam columns is provided with an end protruding out of each of the first beam columns. A second pile position is formed between two ends of the two third beam columns and each of the first beam columns. The second pile position is used to position a pile position for the subsequent construction, so as to quickly complete the positioning of a pipe pile. The present invention also provides a waterborne platform construction method applying the waterborne platform base frame.

Description

水上平台基架及應用其之水上平台施工方法Water platform base frame and construction method of water platform using it

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 platform base frame 10 provided by an embodiment of the present invention includes two pendants 20 , two first beams 30 , two second beams 40 and two third beams 50 .

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 pendant 20 includes a spanning piece 22 and a connecting piece 24, one end of the spanning piece 22 is connected to one end of the connecting piece 24, and there is an approximate distance between the spanning piece 22 and the connecting piece 24. vertical. Wherein, the structures of the two hanging parts 20 are the same, and the crossing part 22 and the connecting part 24 are preferably made of metal materials, most preferably made of steel materials. In this embodiment, the spanning member 22 is a flat plate structure, and the connecting member 24 is a bar-shaped structure. It is fixed by various methods commonly used in construction engineering such as welding, one-piece forming or interlocking, but the angle between the cross piece 22 and the connecting piece 24 does not necessarily form a 90-degree angle, as long as it is approximately vertical and can be hooked The function is sufficient, but in actual implementation, the structure and connection and fixing method of the spanning member 22 and the connecting member 24 are not limited to the above.

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 first beams 30 are arranged parallel to each other and at intervals, and each pendant 20 is correspondingly arranged on each first beam 30, that is, a first beam 30 is provided with a pendant 20, and each pendant 20 is provided with a connecting piece 24. The other end is connected to each first beam column 30 corresponding to each pendant 20 , that is, both ends of the connecting piece 24 are respectively connected to the cross member 22 and its corresponding first beam column 30 . Wherein, the two first beams 30 have the same structure, and are preferably made of metal, and most preferably made of steel, such as H-shaped steel bar or L-angle steel bar. The other end of the connecting piece 24 penetrates into the first beam column 30 for connection, and the first beam column 30 and the connecting piece 24 can be fixed by various methods commonly used in construction engineering such as welding, integral forming or mutual screw locking. When hanging, the first beam column 30 and the connecting member 24 are approximately vertical, but in practice, the angle may not be 90 degrees.

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 second beams 40 are parallel to each other and arranged across the two first beams 30 at intervals, that is, the two ends of each second beam 40 are respectively arranged on the two first beams 30, and are located between the connectors 24. On both sides, the length of the two second beam columns 40 is greater than the distance between the two first beam columns 30 and protrudes from each first beam column 30 , while each second beam column 40 has a length protruding from each first beam column 30 A first post P1 is formed between the first end portion 42 , the cross member 22 , the two end portions 42 of the two second beam columns 40 and each of the first beam columns 30 . That is to say, the two ends 42 of the two second beam columns 40 and each first beam column 30 exactly form a ㄇ-shaped shape, and there is a cross member 22 at the upper end, and the space enclosed in the middle is the first post position P1 , and the two pendants 20, the two first beams 30 and the two second beams 40 will enclose two first positions P1. The two second beams 40 further include four reinforcing beams 42 , and the two ends of each reinforcing beam 42 are respectively connected to each end 42 and each first beam 30 , thereby increasing the structural stability. Among them, the structures of the two second beam columns 40 are the same, and are preferably made of metal materials, and are best made of steel materials, such as H-shaped steel bars or L-angle steel bars, and the four reinforcing beams 42 are also the same. . Each of the first beams 30 and each of the second beams 40 can be fixed by various methods commonly used in construction engineering such as welding and integral forming. In this embodiment, each first beam column 30 and each second beam column 40 are approximately vertical, and the two first beam columns 30 and the two second beam columns 40 just form a well-shaped structure, but In practice, the angle between each first beam column 30 and each second beam column 40 does not necessarily form a 90-degree angle, so the distance between the two first beam columns 30 and the two second beam columns 40 may also vary according to the actual conditions of the construction unit. Construction conditions constitute other structures.

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 third beams 50 are parallel to each other and arranged across the two first beams 30 at intervals, and are located on both sides of the connector 24, that is, the two ends of each third beam 50 are respectively arranged on the two first beams. column 30, the length of the two third beam columns 50 is greater than the distance between the two first beam columns 30 and protrudes from each first beam column 30, and each third beam column 50 has a length protruding from each first beam column 30 One end 52 , a second post P2 is formed between the two ends 52 of the two third beams 50 and each of the first beams 30 . That is to say, the two ends 52 of the two third beam columns 50 and each first beam column 30 just form a ㄇ-shaped shape, the space enclosed in the middle is the second position P2, and the two first beam columns 30 and two third beam columns 50 will enclose two second positions P2. The second and third beams 50 further include four reinforcing beams 52 , and two ends of each reinforcing beam 52 are respectively connected to each end portion 52 and each first beam 30 , thereby increasing structural stability. Wherein, the structures of the two third beam columns 50 are the same, and are preferably made of metal materials, and most preferably are made of steel materials, such as H-shaped steel bars or L-angle steel bars, and the four reinforcing beams 52 are also the same. Each of the first beams 30 and each of the third beams 50 can be fixed by various methods commonly used in construction engineering such as welding and integral forming. In this embodiment, each first beam column 30 and each third beam column 50 are approximately vertical, and a well-shaped structure is exactly formed between the two first beam columns 30 and the two third beam columns 50 , but in practice, the angle between each first beam column 30 and each third beam column 50 may not necessarily be 90 degrees, so the distance between the two first beam columns 30 and the two third beam columns 50 may also be determined according to the construction unit The actual construction conditions constitute other structures.

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 platform base frame 60 provided by another embodiment of the present invention, most of its structures and components are the same as those of the previous embodiment, the main difference is that in the water platform base frame 60 provided by this embodiment, across The piece 62 is assembled by two ㄈ-shaped steel or C-shaped steel, and the connecting piece 64 is a T-shaped angle steel, so that the water platform base frame 60 is more stable when erected.

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 platform base frame 70 provided by another embodiment of the present invention, most of its structures and components are the same as those of the previous embodiment, the main difference is that in the water platform base frame 70 provided by this embodiment, the pendant 72 There is only one number, and the pendant includes a spanning piece 74 and a plurality of connecting pieces 76, one end of each connecting piece 76 is connected to the spanning piece 74, and the other end of each connecting piece 76 is connected to each corresponding second beam column 80, Moreover, the spanning member 74 is approximately perpendicular to each connecting member 76 . Wherein, the length of the cross piece 74 is greater than the distance between the two first beam columns 77, and protrudes from each first beam column 77, and one end of each connecting piece 76 passes through the cross piece 74, which can be welded, integrally formed or Mutual screw locks and other methods commonly used in various construction projects are fixed, but the angle between the cross piece 74 and the connecting piece 76 does not necessarily form a 90-degree angle, as long as it is approximately vertical and can achieve the function of hooking, but the actual implementation , the structure and connection and fixing methods of the spanning member 74 and the connecting member 76 are not limited to the above. In this embodiment, the spanning member 74 is a long plate structure, and the connecting member 76 is a columnar structure. Between the two second beam columns 80, that is, among the plurality of connectors 76 in the pendant 72, the other end of a part of the connectors 76 is connected to a second beam column 80 in the two second beam columns 80, and the other end of the other part of the connectors 76 The other end is connected to the other second beam column 80 in the second beam column 80, as shown in Figure 11, in this embodiment, the number of connectors 76 is 10, and these 10 connectors 76 are in pairs , a part of which, that is, the five connecting pieces 76 , is arranged at intervals in one of the second beam columns 80 , and the other part, that is, the five connecting pieces 76 , is arranged at intervals in the other second beam column 80 . The cross member 74 protrudes from the end 78 of each first beam column 77, the two ends 82 of the two second beam columns 80 and each first beam column 77 to form a first post P1, thereby allowing the water platform to The structure of the base frame 70 itself is more stable.

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 platform base frame 10 disclosed in the first embodiment to continue explaining the above-water platform construction method using this above-water platform base frame 10 .

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 spans 22 on the two steel cages S or place the spans 74 on the two steel cages S, so that the two tubes T are respectively located at the two first positions Inside P1. Among them, the overall structure of the water platform base frame 10 is pre-fabricated before being placed on the tube truss T, and after the finished product is brought to the site, the two first trunnions P1 are aligned with the erected trusses in a hanging manner. A good two-tube toon T can be placed. Furthermore, there are two cross members 22 in the base frame 10 of the water platform in one embodiment, so they are placed on the two steel cages S respectively, while the base frame 70 of the water platform in another embodiment has only one cross member. The span member 74, so the span member 74 straddles the two reinforcement cages S.

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 parts 20 are set, and the two cross pieces 22 are respectively placed on the newly erected second reinforcement cage S, And connect the two connecting pieces 24 and the two first beam columns 30, as shown in Figures 4 and 5. Among them, since the second position P2 has already been positioned by the base frame 10 of the water platform, it is only necessary to drive in the pipe position T according to the second position P2 during construction without re-positioning, which can save a lot of measurement during construction. and preparation time. Of course, during actual construction, the number of tubes T can be erected according to the size of the water platform after the scheduled completion, and the water platform base frame 10 provided by the present invention can also be increased by increasing the number of the third beam column 50. There are many second prong positions P2, as shown in Figures 4 and 5, two second prong positions P2 are actually revealed in this embodiment, which can save more construction time.

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 base plate 90 and a side template 92 are erected on two first beams 30, two second beams 40 and two third beams 50, so that the base plate and the side A grouting space 100 is formed between the formworks. Wherein, between the base plate 90 and each tube stud T, other more suitable templates can be used for sealing, so as to prevent cement from falling from the gap between the tube stub T and the base plate 90 when grouting.

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 grouting space 100 , and remove the bottom plate 90 , side formwork 92 , first beam column 30 , second beam column 40 and third beam column 50 after the cement dries to form a water platform D. Furthermore, the height of cement pouring can submerge the cross member 22, and at this time the cross member 22 will remain in the water platform D without dismantling, and as long as the connection relationship between the connecting member 24 and the first beam column 30 is released, Then the first beam column 30 , the second beam column 40 and the third beam column 50 under the water platform D can be removed. Another method is that the height of cement pouring does not submerge the cross member 22. At this time, as long as the connection relationship between the cross member 22 and the connecting member 24 is released, the lower cross member 22 above the water platform D can be connected together with the first cross member. The beam column 30, the second beam column 40 and the third beam column 50 are removed. It is also possible to use the mode of twice pouring. When pouring cement for the first time, the height of cement pouring does not submerge the cross member 22, and the connector 24, the cross member 22, the first beam column 30, the second beam column 40 and the cross member 22 are removed. After the third beam column 50, cement is poured again to a predetermined height.

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 platform base frame 20, 72: pendant 22, 62, 74: spanning pieces 24, 64, 76: connectors 78: end 30, 77: the first beam 40, 80: the second beam column 42, 82: end 44: Reinforcing Beam 50: Third Beam Column 52: end 54: Reinforcing Beam 90: Bottom plate 92: side formwork 100: grouting space P1: first position P2: Second position T: tube toon D: water platform S: steel cage

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

一種水上平台基架，包含有：二掛件，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；二第一樑柱，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；二第二樑柱，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；以及二第三樑柱，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。 A water platform base frame, comprising: Two hanging parts, each of which includes a spanning part and a connecting part, one end of the spanning part is connected to one end of the connecting part, and the spanning part and the connecting part are almost perpendicular to each other; Two first beams, the two first beams are arranged parallel to each other and at intervals, each of the pendants is respectively arranged on each of the first beams, and the other end of the connector is connected to the first beam corresponding to each of the pendants ; Two second beams, the two second beams are parallel to each other and arranged across the two first beams at intervals, and are located on both sides of the connecting piece, the length of the two second beams is greater than the length of the two first beams The distance between the beams, each of the second beams has an end protruding from each of the first beams, the cross member, the two ends of the second beams and the first beams A first twig is formed between them; and Two third beams, the two third beams are parallel to each other and arranged across the two first beams at intervals, and are located on both sides of the connecting piece, the length of the two third beams is greater than the length of the two first beams The distance between the beams, each of the third beams has an end protruding from each of the first beams, and a second end is formed between the two ends of the third beams and each of the first beams. Tsubaki bit.

如請求項1所述的水上平台基架，其中該橫跨件、該連接件、該第一樑柱、該第二樑柱以及該第三樑柱較佳是由金屬材質所製成。The base frame of the water platform as claimed in claim 1, wherein the cross member, the connecting member, the first beam, the second beam and the third beam are preferably made of metal.

如請求項2所述的水上平台基架，其中該橫跨件、該連接件、該第一樑柱、該第二樑柱以及該第三樑柱最佳是由鋼材所製成。The base frame of the water platform as claimed in claim 2, wherein the cross member, the connecting member, the first beam column, the second beam column and the third beam column are preferably made of steel.

如請求項2所述的水上平台基架，其中二該第一樑柱與二該第二樑柱恰好形成一井字型結構。The base frame of the water platform as claimed in item 2, wherein the two first beam columns and the two second beam columns exactly form a well-shaped structure.

一種水上平台基架，包含有：一掛件，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；二第二樑柱，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；以及二第三樑柱，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。 A water platform base frame, comprising: A pendant, 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 of the connecting pieces are generally perpendicular; Two first beam columns, the two first beam columns are arranged parallel to each other and at intervals, the length of the cross member is greater than the distance between the two first beam columns, and protrudes from each first beam column; Two second beam columns, the two second beam columns are parallel to each other and arranged across the two first beam columns at intervals, the other ends of each of the connectors are connected to the corresponding second beam columns, the two of the second beam columns The length of the column is greater than the distance between the two first beams, each of the second beams has an end protruding from each of the first beams, the end of the cross member, the two ends of the second beams A first stub is formed between the end and each of the first beams; and Two third beams, the two third beams are parallel to each other and arranged across the two first beams at intervals, the length of the two third beams is greater than the distance between the two first beams, each of the third beams The third beam has an end protruding from each of the first beams, and a second stub is formed between the two ends of the third beams and each of the first beams.

如請求項5所述的水上平台基架，其中該掛件中多個該連接件中，一部分該連接件的另一端連接二該第二樑柱中的一該第二樑柱，另一部分該連接件的另一端連接二該第二樑柱中的另一該第二樑柱。The base frame of the water platform as described in claim item 5, wherein among the plurality of connecting parts in the pendant, the other end of a part of the connecting parts is connected to one of the second beam columns in the second beam columns, and the other part is connected to the second beam column The other end of the piece is connected to the other second beam column in the two second beam columns.

如請求項6所述的水上平台基架，其中多個該連接件兩兩成對且相互間隔的設置在該橫跨件與二第二樑柱間。The base frame of the water platform as claimed in item 6, wherein a plurality of the connecting members are arranged in pairs and spaced apart between the cross member and the two second beam columns.

一種應用如請求項1的水上平台基架的水上平台施工方法，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底板、該側模板、該第一樑柱、該第二樑柱以及該第三樑柱，以形成一水上平台。 A construction method for a water platform using the water platform base frame as claimed in claim 1, comprising the following steps: (a) After erecting the two pipes at the predetermined point on the water platform, place reinforcement cages on the two pipes respectively; (b) Place the two cross members on the two steel cages respectively, so that the two tubes are respectively located in the two first positions; (c) After erecting two pipes in the two second positions and placing the two steel cages respectively, set up two new pendants, and place the two cross pieces on the newly erected two steel cages respectively, and connect the two connections pieces and two of the first beams; (d) erecting a base plate and side formwork on two of the first beams, two of the second beams and two of the third beams such that a grouting space is formed between the base plate and the side formwork; and (e) Pour cement into the grouting space, and remove the bottom plate, the side formwork, the first beam column, the second beam column and the third beam column after the cement dries to form a water platform.

如請求項8所述的水上平台施工方法，其中該水上平台基架係於預先製作完成，再帶至現場施工。The above-water platform construction method as described in Claim 8, wherein the above-water platform base frame is prefabricated and then brought to the site for construction.

一種應用如請求項5的水上平台基架的水上平台施工方法，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，設置一新掛件，且分別將一新橫跨件放置在新架設的二該鋼筋籠上，並連接多個新連接件與二該第二樑柱；（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底板、該側模板、該第一樑柱、該第二樑柱以及該第三樑柱，以形成一水上平台。 A construction method for a water platform using the water platform base frame as claimed in claim 5, comprising the following steps: (a) After erecting the two pipes at the predetermined point on the water platform, place reinforcement cages on the two pipes respectively; (b) placing the cross member on the two reinforcement cages respectively so that the two tube stubs are respectively located in the two first stun positions; (c) After erecting two tubes in the two second positions and placing two reinforcement cages respectively, set up a new pendant, and place a new cross piece on the newly erected two reinforcement cages respectively, and connect multiple a new connector and two of the second beams; (d) erecting a base plate and side formwork on two of the first beams, two of the second beams and two of the third beams such that a grouting space is formed between the base plate and the side formwork; and (e) Pour cement into the grouting space, and remove the bottom plate, the side formwork, the first beam column, the second beam column and the third beam column after the cement dries to form a water platform.

如請求項10所述的水上平台施工方法，其中該水上平台基架係於預先製作完成，再帶至現場施工。The above-water platform construction method as described in Claim 10, wherein the above-water platform base frame is prefabricated and then brought to the site for construction.