TWM525972U - FRP template structure - Google Patents

FRP template structure Download PDF

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Publication number
TWM525972U
TWM525972U TW105203383U TW105203383U TWM525972U TW M525972 U TWM525972 U TW M525972U TW 105203383 U TW105203383 U TW 105203383U TW 105203383 U TW105203383 U TW 105203383U TW M525972 U TWM525972 U TW M525972U
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frp
shaped
versions
rib
version
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TW105203383U
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Jing-Qi Chen
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Sam Bond Internat Corp
Jing-Qi Chen
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Priority to TW105203383U priority Critical patent/TWM525972U/en
Publication of TWM525972U publication Critical patent/TWM525972U/en

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Description

一種FRP模版結構An FRP template structure

本創作是有關一種FRP模版結構,特別是一種以FRP材質所製成的模版結構。This creation is about an FRP template structure, especially a stencil structure made of FRP material.

水泥之發明迄今約為一百年,自水泥發明以後,方以水泥砂漿做為磚塊間之黏著材料,以建造磚造房屋替代土塊房屋或木竹材料房屋;惟磚造房屋抗側向力的能力差,,故有光滑面圓形斷面鋼筋之發明;自此,方有結合混凝土與圓鋼筋以發揮二種材料各具抗壓與抗拉特性,進而改變了建築結構之高度以及橋梁的跨度,迄今亦僅有七、八十年歷史。The invention of cement has been about one hundred years. Since the invention of cement, cement mortar has been used as the adhesive material between bricks to build brick houses instead of clod houses or wooden bamboo houses. However, brick building anti-lateral force The ability is poor, so there is the invention of smooth round section steel; since then, the combination of concrete and round steel has been used to exert the compressive and tensile properties of the two materials, thus changing the height of the building structure and the bridge. The span has only been seven or eighty years old.

由於科學家之不斷研究發明,促進工程力學理論及應用之發展,竹節鋼筋替代圓鋼筋及鋼料製造元素之改變後,始提高鋼筋與混凝土之握裹力、水泥與骨材配比之改變後,始提高鋼筋混凝土的力學特性,乃有今日鋼筋混凝土結構之普遍被採用及高樓建築物之出現,其歷史約為三十年。As scientists continue to research and invent, promote the development of engineering mechanics theory and application, after the change of bamboo steel bar instead of round steel bar and steel material manufacturing elements, it will improve the grip strength of steel and concrete, and the change of cement and aggregate ratio. The improvement of the mechanical properties of reinforced concrete is the widespread adoption of today's reinforced concrete structures and the emergence of high-rise buildings. Its history is about 30 years.

而模版是指用於使混凝土成形的一種材料,包括一般常見之木模、鋼模及其他材質之模板,其項目包括模板、支撐、斜撐、及所需固定物件等之設計、製作、安裝、維護及拆除,以及埋入混凝土中之錨栓、支撐鈑、錨座、預埋物件等。它必須具有足夠的強度,以支撐所澆注混凝土之壓力及外加之荷重,其構造應緊密平滑,不得有漏漿情形且能符合設計形狀、位置、坡度及易於拆除之要求。The stencil refers to a material used to form concrete, including the common stencils of wood molds, steel molds and other materials. The project includes the design, fabrication and installation of stencils, supports, braces, and required fixed objects. , maintenance and dismantling, as well as anchor bolts, support rafts, anchors, embedded objects, etc. embedded in concrete. It must have sufficient strength to support the pressure of the poured concrete and the applied load. The construction should be tight and smooth, without leakage and conform to the design shape, location, slope and ease of removal.

而一般拼架模版,習用稱呼為「釘模版」,此乃因往昔均以木板條先以鐵釘將之釘在木桿上,成為側視為ㄇ型之長板構造單元,在架設時,再逐一另以木桿及鐵釘釘合,此種構造,在拆除模版時單一之木板條常會損壞,而在下次使用時必須修補或以新構材進行替換,固然,在材料而言,撬換之木板條較便宜,但維修之人工成本再加進就不見得總成本會較省,同時,由於此類模版表面不平整,必須再抹水泥予以修整,整個總成本反而居高不下。In general, the template is commonly used as a "nail template". This is because the old wooden planks were first nailed to the wooden poles with iron nails, and they became the long-board structural unit of the side. One by one, the wooden poles and the nails are nailed one by one. In this configuration, a single wooden strip is often damaged when the stencil is removed, and must be repaired or replaced with a new material at the next use, although, in terms of materials, 撬It is cheaper to change the wooden slats, but the total cost of maintenance will not be more economical. At the same time, because the surface of such stencils is not flat, it must be repaired with cement, and the total cost is high.

而為了克服木模的問題,故有業者市用鋼模進行作業,雖然鋼模表面較平整,但鋼模本身自重大,故於運送、搬運與現地組裝時會會花費大量的人力物力,且模板組裝的工時皆為該工程知要徑,故若採鋼模版進行作業,將影響整個工程的工時。此外以鋼模版進行工程,常需進行高空作業,亦提高整個工程的危險性。In order to overcome the problem of the wood mold, the manufacturer uses the steel mold to work. Although the surface of the steel mold is relatively flat, the steel mold itself is self-contained, so it will take a lot of manpower and material resources during transportation, transportation and local assembly. The working hours of the template assembly are all known for the project, so if the steel plate is used for work, it will affect the working hours of the entire project. In addition, engineering with steel stencils often requires high-altitude operations and increases the risk of the entire project.

因此,若能夠設計出一具有輕值性、高強度且表面平整的FRP模版,其特性能夠克服表面不平整、拼裝速度慢、搬運麻煩、高空作業的危險、高成本等問題,故FRP模版將能夠替代木模與鋼模,因此本創作應為一最佳解決方案。Therefore, if a FRP stencil with lightness, high strength and smooth surface can be designed, its characteristics can overcome the problems of uneven surface, slow assembly speed, troublesome handling, danger of working at height, high cost, etc., so the FRP template will Can replace wood molds and steel molds, so this creation should be an optimal solution.

一種FRP模版結構,係包括:數個FRP模版本體,係包含一層FRP板及一層FRP格柵;數個連接件,係接觸於任兩個相鄰之FRP模版本體分別鄰接的一端上;數個鎖固元件,係穿過該連接件、並鎖固於FRP模版本體之一端上,用以使該連接件能夠連接任兩個相鄰之FRP模版本體,而經由該數個FRP模版本體包圍所形成的空間能夠用以澆注混凝土使用。An FRP template structure includes: a plurality of FRP mode versions, comprising a layer of FRP plates and a layer of FRP grids; and a plurality of connecting members contacting one end of any two adjacent FRP module versions; The locking component passes through the connecting member and is locked on one end of the FRP die to enable the connector to connect to any two adjacent FRP die versions, and surrounds the FRP module by the plurality of FRP modules. The resulting space can be used for pouring concrete.

於一較佳實施例中,其中該FRP模版本體之FRP板係為一FRP透明或半透明板體。In a preferred embodiment, the FRP plate of the FRP molded version is an FRP transparent or translucent plate.

於一較佳實施例中,其中該鎖固元件係穿過該連接件,並鎖固於該FRP模版本體之FRP格柵的一端上。In a preferred embodiment, the locking element passes through the connecting member and is locked to one end of the FRP grid of the FRP molded version.

於一較佳實施例中,其中該鎖固元件係穿過該連接件,並鎖固於該FRP模版本體之FRP板的一端上。In a preferred embodiment, the locking element passes through the connecting member and is locked to one end of the FRP plate of the FRP molded version.

於一較佳實施例中,其中該連接件係為一L形連接件。In a preferred embodiment, the connector is an L-shaped connector.

於一較佳實施例中,其中該FRP板之寬度係等於、小於或大於該FRP格柵之寬度。In a preferred embodiment, the width of the FRP panel is equal to, smaller than, or greater than the width of the FRP grid.

而本創作之另一實施結構,係包括:數個FRP模版本體,係為一L形結構,而該FRP模版本體係包含一L形FRP板,而該L形FRP板的兩個外側面上係分別皆具有一FRP格柵;數個連接件,係接觸於任兩個相鄰之FRP模版本體分別鄰接的一端上;數個鎖固元件,係穿過該連接件、並鎖固於FRP模版本體之一端上,用以使該連接件能夠連接任兩個相鄰之FRP模版本體,而經由該數個FRP模版本體包圍所形成的空間能夠用以澆注混凝土使用。Another implementation structure of the present invention includes: a plurality of FRP modular versions, which are an L-shaped structure, and the FRP modular version system includes an L-shaped FRP plate, and the two outer sides of the L-shaped FRP plate Each has an FRP grid; a plurality of connecting members are in contact with one end of any two adjacent FRP mold versions; a plurality of locking elements are passed through the connecting member and locked to the FRP One end of the mold version is configured to enable the connection member to connect to any two adjacent FRP mold versions, and the space formed by surrounding the plurality of FRP mold versions can be used for pouring concrete.

於一較佳實施例中,其中該FRP模版本體之L形FRP板係為一L形FRP透明或半透明板體。In a preferred embodiment, the L-shaped FRP plate of the FRP mold version is an L-shaped FRP transparent or translucent plate.

於一較佳實施例中,其中該鎖固元件係穿過該連接件,並鎖固於該FRP模版本體之FRP格柵的一端上。In a preferred embodiment, the locking element passes through the connecting member and is locked to one end of the FRP grid of the FRP molded version.

於一較佳實施例中,其中該鎖固元件係穿過該連接件,並鎖固於該FRP模版本體之L形FRP板的一端上。In a preferred embodiment, the locking element passes through the connecting member and is locked to one end of the L-shaped FRP plate of the FRP molded version.

於一較佳實施例中,其中該連接件係為一L形連接件。In a preferred embodiment, the connector is an L-shaped connector.

於一較佳實施例中,其中該L形FRP板之任一外側面之寬度係等於、小於或大於該FRP格柵之寬度。In a preferred embodiment, the width of any of the outer sides of the L-shaped FRP plate is equal to, smaller than, or greater than the width of the FRP grid.

而本創作之另一實施結構,係包括:數個FRP模版本體,係為一L形結構,而該FRP模版本體係包含一L形FRP板,而該L形FRP板的兩個外側面上係分別皆具有數個L形FRP肋部,而該L形FRP肋部之兩個外側面係分別會延伸出有一連接部,且任兩個相鄰之FRP模版本體之L形FRP肋部上的連接部係會相互堆疊接觸;數個鎖固元件,係穿過並鎖固於任兩個相互堆疊之L形FRP肋部上的連接部上,用以連接任兩個相鄰之FRP模版本體,而經由該數個FRP模版本體包圍所形成的空間能夠用以澆注混凝土使用。Another implementation structure of the present invention includes: a plurality of FRP modular versions, which are an L-shaped structure, and the FRP modular version system includes an L-shaped FRP plate, and the two outer sides of the L-shaped FRP plate Each of the L-shaped FRP ribs has a plurality of L-shaped FRP ribs, and the two outer sides of the L-shaped FRP ribs respectively extend with a connecting portion, and the L-shaped FRP ribs of any two adjacent FRP molded versions The connecting portions are stacked in contact with each other; a plurality of locking members are passed through and locked to the joints of any two L-shaped FRP ribs stacked on each other for connecting any two adjacent FRP templates The body, and the space formed by surrounding the plurality of FRP mold bodies, can be used for pouring concrete.

於一較佳實施例中,其中該FRP模版本體之L形FRP板係為一L形FRP透明或半透明板體。In a preferred embodiment, the L-shaped FRP plate of the FRP mold version is an L-shaped FRP transparent or translucent plate.

於一較佳實施例中,其中任一FRP模版本體之L形FRP肋部上的連接部係設置於該L形FRP肋部外側面的上端,而另一個與之相鄰的FRP模版本體之L形FRP肋部上的連接部則必須設置於L形FRP肋部外側面的下端,以使兩個相鄰之FRP模版本體之L形FRP肋部上的連接部能夠堆疊接觸。In a preferred embodiment, the connecting portion on the L-shaped FRP rib of any one of the FRP molded versions is disposed at the upper end of the outer side of the L-shaped FRP rib, and the other adjacent FRP molded version The connection on the L-shaped FRP rib must then be placed at the lower end of the outer side of the L-shaped FRP rib so that the connections on the L-shaped FRP ribs of two adjacent FRP molded versions can be stacked in contact.

於一較佳實施例中,其中任一FRP模版本體之L形FRP肋部上的連接部係設置於該L形FRP肋部外側面的下端,而另一個與之相鄰的FRP模版本體之L形FRP肋部上的連接部則必須設置於L形FRP肋部外側面的上端,以使兩個相鄰之FRP模版本體之L形FRP肋部上的連接部能夠堆疊接觸。In a preferred embodiment, the connecting portion on the L-shaped FRP rib of any one of the FRP molded versions is disposed at the lower end of the outer side of the L-shaped FRP rib, and the other adjacent FRP molded version The joints on the L-shaped FRP ribs must then be placed at the upper end of the outer side of the L-shaped FRP rib so that the joints on the L-shaped FRP ribs of two adjacent FRP molded versions can be stacked in contact.

而本創作之另一實施結構,係包括:數個FRP模版本體,係為一半圓筒結構,而該FRP模版本體係包含一半圓形FRP板,而該半圓形FRP板的兩個外側面上係分別皆具有數個半圓形FRP肋部,而該半圓形FRP肋部之兩個外側面係分別會延伸出有一連接部,且任兩個相鄰之FRP模版本體之半圓形FRP肋部上的連接部係會相互堆疊接觸;數個鎖固元件,係穿過並鎖固於任兩個相互堆疊之半圓形FRP肋部上的連接部上,用以連接任兩個相鄰之FRP模版本體,而經由該數個FRP模版本體包圍所形成的空間能夠用以澆注混凝土使用。Another implementation structure of the present invention includes: a plurality of FRP modular versions, which are half-cylindrical, and the FRP modular version system comprises a semi-circular FRP plate, and the two outer sides of the semi-circular FRP plate Each of the upper systems has a plurality of semi-circular FRP ribs, and the two outer sides of the semi-circular FRP ribs respectively extend a connecting portion, and the semi-circular shape of any two adjacent FRP molded versions The connecting portions on the FRP ribs are stacked in contact with each other; a plurality of locking elements are passed through and locked to the joints of any two semi-circular FRP ribs stacked on each other for connecting any two Adjacent FRP mold versions, and the space formed by surrounding the FRP mold versions can be used for pouring concrete.

於一較佳實施例中,其中該FRP模版本體之半圓形FRP板係為一半圓形FRP透明或半透明板體。In a preferred embodiment, the semi-circular FRP plate of the FRP molded version is a semi-circular FRP transparent or translucent plate.

於一較佳實施例中,其中任一FRP模版本體之半圓形FRP肋部上的連接部係設置於該半圓形FRP肋部外側面的上端,而另一個與之相鄰的FRP模版本體之半圓形FRP肋部上的連接部則必須設置於半圓形FRP肋部外側面的下端,以使兩個相鄰之FRP模版本體之半圓形FRP肋部上的連接部能夠堆疊接觸。In a preferred embodiment, the connecting portion on the semicircular FRP rib of any of the FRP molded versions is disposed at the upper end of the outer side of the semicircular FRP rib, and the other adjacent FRP template The connection on the semi-circular FRP rib of the body must be placed at the lower end of the outer side of the semi-circular FRP rib so that the joints on the semi-circular FRP ribs of two adjacent FRP molded versions can be stacked contact.

於一較佳實施例中,其中任一FRP模版本體之半圓形FRP肋部上的連接部係設置於該半圓形FRP肋部外側面的下端,而另一個與之相鄰的FRP模版本體之半圓形FRP肋部上的連接部則必須設置於半圓形FRP肋部外側面的上端,以使兩個相鄰之FRP模版本體之半圓形FRP肋部上的連接部能夠堆疊接觸。In a preferred embodiment, the connecting portion on the semicircular FRP rib of any of the FRP molded versions is disposed at the lower end of the outer side of the semicircular FRP rib, and the other adjacent FRP template The connection on the semi-circular FRP rib of the body must be placed at the upper end of the outer side of the semi-circular FRP rib so that the joints on the semi-circular FRP ribs of two adjacent FRP molded versions can be stacked contact.

有關於本創作其他技術內容、特點與功效,在以下配合參考圖式之較佳實施例的詳細說明中,將可清楚的呈現。Other technical contents, features, and effects of the present invention will be apparent from the following detailed description of the preferred embodiments.

請參閱第1A~1C圖,為本創作一種FRP模版結構之第一實施立體結構分解示意圖、第一實施立體結構結合示意圖及第一實施上視示意圖,由圖中可知,該FRP模版結構1係包含數個FRP模版本體11、數個連接件12及數個鎖固元件13,由圖中可知,該FRP模版本體11係由一層FRP板111及一層FRP格柵112所黏附而成(而依據該FRP模版本體11之設計,該FRP板111之寬度係能夠等於或大於該FRP格柵112之寬度),為了使數個FRP模版本體11能夠包圍形成一定空間,故於任兩個相鄰之FRP模版本體11分別鄰接的一端處設置有一個連接件12,該連接件12之形狀係為長條L形,之後再透過數個鎖固元件13穿過該連接件12、並鎖固於該FRP格柵112上,以本實施例來看,則是使用四個連接件12將四個FRP模版本體11固定起來,而經由該數個FRP模版本體11之FRP板111包圍所形成的矩形空間則能夠用以澆注混凝土使用;Please refer to FIG. 1A to FIG. 1C , which is a schematic exploded view of a first embodiment of the FRP template structure, a schematic view of the first embodiment of the three-dimensional structure, and a first embodiment of the first embodiment. The FRP template structure 1 is known from the figure. The FRP module version 11 and the plurality of locking elements 13 are included in the figure. The FRP mode version 11 is adhered by a layer of FRP board 111 and a layer of FRP grid 112 (depending on The FRP mode version 11 is designed such that the width of the FRP board 111 can be equal to or greater than the width of the FRP grid 112. In order to allow a plurality of FRP mode versions 11 to form a certain space, any two adjacent ones A connecting member 12 is disposed at one end of the FRP molded version 11 respectively, and the connecting member 12 is shaped into a long L shape, and then passes through the connecting member 12 through a plurality of locking members 13 and is locked thereto. On the FRP grid 112, in the present embodiment, four FRP mold versions 11 are fixed by using four connecting members 12, and the formed rectangular space is surrounded by the FRP plates 111 of the plurality of FRP mold versions 11. Can be used to pour concrete ;

另外,雖然四個FRP模版本體11能夠構成一矩形空間,但越多FRP模版本體11則能夠構成越多不同形狀的多邊形空間。In addition, although the four FRP mode versions 11 can constitute a rectangular space, the more the FRP mode version 11 can constitute the more polygonal spaces of different shapes.

而FRP板111為一平板狀是於澆注混凝土時,混凝土能夠延著FRP板111向下,因此混凝土硬化成型後,表面亦能夠保持平整,且該FRP板111為一FRP透明或半透明板體,同樣是於澆注混凝土時,則能夠透過FRP板111來觀察混凝土澆注的情況。The FRP plate 111 is in the form of a flat plate. When the concrete is poured, the concrete can extend down the FRP plate 111. Therefore, after the concrete is hardened, the surface can be kept flat, and the FRP plate 111 is an FRP transparent or translucent plate. Similarly, when pouring concrete, the concrete pouring can be observed through the FRP plate 111.

而該FRP板111之寬度亦能夠設計大於該FRP格柵112之寬度,如第2A~2C圖所示,當四個FRP模版本體11包圍形成為一矩形空間時,該連接件12則是接觸於任兩個相鄰之FRP模版本體11之鄰接處外側上,並再透過數個鎖固元件13穿過該連接件12、並鎖固於該FRP板111上,而經由該數個FRP模版本體11之FRP板111包圍所形成的矩形空間亦能夠用以澆注混凝土使用。The width of the FRP board 111 can also be designed to be larger than the width of the FRP grid 112. As shown in FIGS. 2A-2C, when the four FRP mold versions 11 are surrounded by a rectangular space, the connecting member 12 is in contact. On the outer side of the adjoining portion of any two adjacent FRP molded versions 11, and through a plurality of locking elements 13 through the connecting member 12 and locked to the FRP board 111, through the FRP templates The rectangular space formed by the FRP plate 111 of the body 11 can also be used for pouring concrete.

另外,該FRP模版結構之FRP模版本體亦能夠設計為L形結構,如第3A~3C圖可知,該FRP模版結構2之FRP模版本體21係包含一L形FRP板211, 而該L形FRP板211的兩個外側面上係分別皆具有一FRP格柵212,為了使數個FRP模版本體21能夠包圍形成一定空間,故於任兩個相鄰之FRP模版本體21分別鄰接的一端處設置有一個連接件22,該連接件22之形狀係為長條L形,之後再透過數個鎖固元件23穿過該連接件22、並鎖固於該FRP格柵212上,以本實施例來看,則是使用兩個連接件22將兩個FRP模版本體21固定起來,而經由該數個FRP模版本體21之FRP板211包圍所形成的矩形空間則能夠用以澆注混凝土使用。In addition, the FRP mode version of the FRP stencil structure can also be designed as an L-shaped structure. As shown in FIGS. 3A-3C, the FRP modulo version 21 of the FRP stencil structure 2 includes an L-shaped FRP plate 211, and the L-shaped FRP. Each of the two outer side faces of the plate 211 has an FRP grating 212. In order to allow a plurality of FRP mode versions 21 to form a certain space, the two adjacent FRP mode versions 21 are respectively disposed at one end adjacent to each other. There is a connecting member 22, which is formed in the shape of a long L, and then passes through the connecting member 22 through a plurality of locking members 23 and is locked on the FRP grill 212, in this embodiment. In view of the above, the two FRP molded version bodies 21 are fixed by using two connecting members 22, and the rectangular space formed by the FRP plates 211 passing through the plurality of FRP molded version bodies 21 can be used for pouring concrete.

另外,該FRP模版結構亦可不使用格柵板,如第4A~4D圖可知,FRP模版結構3之FRP模版本體31係設計為L形結構,而該FRP模版本體31係包含一L形FRP板311,該L形FRP板311的兩個外側面上係分別皆具有數個L形FRP肋部312,而該L形FRP肋部312之兩個外側面邊緣處係分別會延伸出有一連接部3121,且任兩個相鄰之FRP模版本體31之L形FRP肋部312上的連接部3121係會上下相互堆疊接觸;In addition, the FRP stencil structure may not use a grid plate. As shown in FIGS. 4A-4D, the FRP stencil body 31 of the FRP stencil structure 3 is designed as an L-shaped structure, and the FRP modulo version 31 includes an L-shaped FRP plate. 311, the two outer side faces of the L-shaped FRP plate 311 each have a plurality of L-shaped FRP ribs 312, and the two outer side edges of the L-shaped FRP ribs 312 respectively have a connecting portion extending therefrom. 3121, and the connecting portion 3121 on the L-shaped FRP rib 312 of any two adjacent FRP molded version bodies 31 is stacked on top of each other;

以本實施例來看,經由兩個L形FRP板311包圍所形成的矩形空間能夠用以澆注混凝土使用,但必須使用數個鎖固元件32,係穿過並鎖固於任兩個相互堆疊之L形FRP肋部312上的連接部3121上,用以連接任兩個相鄰之FRP模版本體31,再由第4C圖中可知,其中任一FRP模版本體31之L形FRP肋部312上的連接部3121係設置於該L形FRP肋部312外側面邊緣處的上端(或是設於下端),而另一個與之相鄰的FRP模版本體31之L形FRP肋部312上的連接部3121則必須設置於L形FRP肋部312外側面邊緣處的下端(或是設於上端),以使兩個相鄰之FRP模版本體31之L形FRP肋部312上的連接部3121能夠堆疊接觸。In the present embodiment, the rectangular space formed by surrounding the two L-shaped FRP plates 311 can be used for pouring concrete, but a plurality of locking elements 32 must be used, which are passed through and locked to any two stacked on each other. The connecting portion 3121 on the L-shaped FRP rib 312 is used to connect any two adjacent FRP molded versions 31, and the L-shaped FRP rib 312 of any of the FRP molded versions 31 is known from FIG. 4C. The upper connecting portion 3121 is disposed at the upper end of the outer side edge of the L-shaped FRP rib 312 (or is disposed at the lower end), and the other adjacent FRP molded version 31 is formed on the L-shaped FRP rib 312. The connecting portion 3121 must be disposed at the lower end of the outer side edge of the L-shaped FRP rib 312 (or at the upper end) so that the connecting portion 311 on the L-shaped FRP rib 312 of the two adjacent FRP molded versions 31 is provided. Ability to stack contacts.

另外,該FRP模版結構亦能夠設計為圓筒結構,如第5A~5D圖可知,該FRP模版結構4之FRP模版本體41係為一半圓筒結構,而該FRP模版本體41係包含一半圓形FRP板411,而該半圓形FRP板411的兩個外側面上係分別皆具有數個半圓形FRP肋部412,而該半圓形FRP肋部412之兩個外側面邊緣處係分別會延伸出有一連接部4121,且任兩個相鄰之FRP模版本體41之半圓形FRP肋部412上的連接部4121係會上下相互堆疊接觸;In addition, the FRP stencil structure can also be designed as a cylindrical structure. As shown in FIGS. 5A-5D, the FRP stencil version 41 of the FRP stencil structure 4 is a semi-cylindrical structure, and the FRP modulo version 41 is semicircular. The FRP plate 411 has two semicircular FRP ribs 412 on each of the two outer sides of the semicircular FRP plate 411, and the outer side edges of the semicircular FRP ribs 412 are respectively A connecting portion 4121 is extended, and the connecting portions 4121 on the semicircular FRP ribs 412 of any two adjacent FRP molded versions 41 are stacked one on top of the other;

以本實施例來看,經由該兩個半圓形FRP板411包圍所形成的圓筒空間能夠用以澆注混凝土使用,但亦必須使用數個鎖固元件42穿過並鎖固於任兩個相互堆疊之半圓形FRP肋部412上的連接部4121上,用以連接任兩個相鄰之FRP模版本體41,再由第5C圖中可知,其中任一FRP模版本體41之半圓形FRP肋部412上的連接部4121係設置於該半圓形FRP肋部412外側面邊緣處的上端(或是設於下端),而另一個與之相鄰FRP模版本體41之半圓形FRP肋部412上的連接部4121則必須設置於半圓形FRP肋部412外側面邊緣處的下端(或是設於上端),以使兩個相鄰之FRP模版本體41之半圓形FRP肋部412上的連接部4121能夠堆疊接觸;In the present embodiment, the cylindrical space formed by the two semi-circular FRP plates 411 can be used for pouring concrete, but it is also necessary to use a plurality of locking elements 42 to pass through and lock in any two. The connecting portion 4121 on the semi-circular FRP ribs 412 stacked on each other is used to connect any two adjacent FRP molded versions 41. Further, as shown in FIG. 5C, the semi-circular shape of any of the FRP molded versions 41 is The connecting portion 4121 on the FRP rib 412 is disposed at the upper end of the outer side edge of the semicircular FRP rib 412 (or is disposed at the lower end), and the other half of the FRP molded version 41 is semicircular FRP. The connecting portion 4121 on the rib 412 must be disposed at the lower end of the outer side edge of the semicircular FRP rib 412 (or at the upper end) so that the semicircular FRP ribs of the two adjacent FRP molded versions 41 are provided. The connecting portion 4121 on the portion 412 can be stacked in contact;

另外,若型式三(第4A~4D圖)及型式四(第5A~5D圖),以側向鎖固進行FRP模版組立之型式,未能像使用FRP格柵進行組立之FRP模版,可提供垂直向的荷重承載能力。故此型式之FRP模版,須於適當處配置垂直向FRP立柱構件。以圓形FRP模版為立,進行垂直向FRP構件配置之說明。該FRP模版結構4因為無垂直向立柱構件,恐有垂直向強度不足的問題發生,進而傾倒的情況發生。In addition, if the type 3 (4A~4D) and the type 4 (5A~5D), the FRP template is formed by lateral locking, it cannot be provided as an FRP template using the FRP grille. Vertical load carrying capacity. Therefore, the FRP stencil of this type must be configured with a vertical FRP column member as appropriate. The vertical FRP member is set up with a circular FRP template as a stand. Since the FRP stencil structure 4 has no vertical struts, there is a fear that the problem of insufficient vertical strength occurs, and the dumping occurs.

故針對上述情況必須使用立柱5(FRP立柱構件)來避免傾倒,而如第6A及6B圖所示,則是使用三根立柱5定位於該FRP模版本體41外側表面上,而該立柱5底端更延伸出有一斜撐51,用以抵持住該FRP模版結構4,而第6B圖中是使用三個方位的立柱5與斜撐51來固定該FRP模版結構4;但亦能夠如第7圖所示,則能夠使用四個方位的立柱5與斜撐51來固定該FRP模版結構。Therefore, for the above situation, the column 5 (FRP column member) must be used to avoid dumping, and as shown in FIGS. 6A and 6B, the three columns 5 are positioned on the outer surface of the FRP die body 41, and the bottom of the column 5 is at the bottom end. Further extending a bracing 51 for resisting the FRP stencil structure 4, and in FIG. 6B, the FRP stencil structure 4 is fixed by using three orientation posts 5 and braces 51; As shown, the FRP stencil structure can be secured using four orientation posts 5 and braces 51.

另外,除了第1B圖的四邊形之外,亦可組成六角形、八角形或其它不規則形狀,如第8圖所示,則是為一六角形的結構;In addition, in addition to the quadrilateral of FIG. 1B, a hexagonal shape, an octagonal shape or other irregular shape may be formed, as shown in FIG. 8, which is a hexagonal structure;

另外,如第9圖所示,該FRP格柵112亦能夠包圍形成一不規則形狀,而該不規則形狀則是於任兩個相鄰之FRP模版本體11分別鄰接的一端處係設置有該連接件12,並透過該鎖固元件13將該FRP格柵112鎖固定位於該FRP模版本體11側邊緣處,另外若是該鎖固元件13係為一固定鍵,則能夠用以調整該FRP格柵112與該FRP格柵112之間的角度。In addition, as shown in FIG. 9, the FRP grid 112 can also be formed to form an irregular shape, and the irregular shape is disposed at one end of each of the two adjacent FRP mold versions 11 respectively. The connecting member 12 is fixedly locked to the side edge of the FRP die body 11 through the locking component 13 , and if the locking component 13 is a fixed key, the FRP grid can be adjusted. The angle between the grid 112 and the FRP grid 112.

本創作所提供之一種FRP模版結構,與其他習用技術相互比較時,其優點如下: 1.         本創作之FRP模版結構所使用的組件皆是使用FRP材質所製成,相較於金屬材料,具有輕質性與高強度。故比金屬模版更具有搬運、組裝、使用與收納之便利性,此外其輕質性亦可降低高空時的困難度,並提升現地施作的安全性。 2.         本創作之FRP模版結構用於澆注混凝土時,當混凝土硬化成型後,表面能夠保持平整,且內部之FRP板為一FRP透明或半透明板體,因此於澆注混凝土時,則能夠透過FRP板來觀察混凝土澆注的情況。是故本創作所開發之FRP模版於混凝土澆灌時可避免蜂窩現象的發生,脫模後更因表面平整性高,可以省下表面平整性等施作工程。 3.         除此之外,本創作之FRP模版結構更具有製造成本低、可防腐蝕等一般木模或鋼模無法達到的優點。The FRP template structure provided by this creation has the following advantages when compared with other conventional techniques: 1. The components used in the FRP template structure of the creation are made of FRP material, compared with metal materials. Lightweight and high strength. Therefore, it has the convenience of handling, assembly, use and storage than the metal template, and the light weight can also reduce the difficulty in high altitude and improve the safety of the local application. 2. The FRP stencil structure of this creation is used to cast concrete. When the concrete is hardened, the surface can be kept flat, and the inner FRP plate is an FRP transparent or translucent plate body. Therefore, when pouring concrete, it can penetrate FRP. Plate to observe the concrete pouring situation. Therefore, the FRP template developed by the present invention can avoid the occurrence of honeycomb phenomenon when the concrete is poured, and the surface flatness is high after demolding, and the surface flatness and the like can be saved. 3. In addition, the FRP template structure of this creation has the advantages of low manufacturing cost and corrosion resistance, which cannot be achieved by general wood molds or steel molds.

本創作已透過上述之實施例揭露如上,然其並非用以限定本創作,任何熟悉此一技術領域具有通常知識者,在瞭解本創作前述的技術特徵及實施例,並在不脫離本創作之精神和範圍內,當可作些許之更動與潤飾,因此本創作之專利保護範圍須視本說明書所附之請求項所界定者為準。The present invention has been disclosed above in the above embodiments, but it is not intended to limit the present invention. Anyone skilled in the art having ordinary knowledge will understand the foregoing technical features and embodiments of the present invention without departing from the present invention. In the spirit and scope, the scope of patent protection of this creation shall be subject to the definition of the requirements attached to this manual.

1‧‧‧FRP模版結構
11‧‧‧FRP模版本體
111‧‧‧FRP板
112‧‧‧FRP格柵
12‧‧‧連接件
13‧‧‧鎖固元件
2‧‧‧FRP模版結構
21‧‧‧FRP模版本體
211‧‧‧L形FRP板
212‧‧‧FRP格柵
22‧‧‧連接件
23‧‧‧鎖固元件
3‧‧‧FRP模版結構
31‧‧‧FRP模版本體
311‧‧‧L形FRP板
312‧‧‧L形FRP肋部
3121‧‧‧連接部
32‧‧‧鎖固元件
4‧‧‧FRP模版結構
41‧‧‧FRP模版本體
411‧‧‧半圓形FRP板
412‧‧‧半圓形FRP肋部
4121‧‧‧連接部
42‧‧‧鎖固元件
5‧‧‧立柱
51‧‧‧斜撐
1‧‧‧FRP template structure
11‧‧‧FRP model version
111‧‧‧FRP board
112‧‧‧FRP grille
12‧‧‧Connecting parts
13‧‧‧Locking components
2‧‧‧FRP template structure
21‧‧‧FRP model version
211‧‧‧L-shaped FRP board
212‧‧‧FRP grille
22‧‧‧Connecting parts
23‧‧‧Locking components
3‧‧‧FRP template structure
31‧‧‧FRP model version
311‧‧‧L-shaped FRP board
312‧‧‧L-shaped FRP ribs
3121‧‧‧Connecting Department
32‧‧‧Locking components
4‧‧‧FRP template structure
41‧‧‧FRP model version
411‧‧‧Semi-circular FRP board
412‧‧‧Semi-circular FRP ribs
4121‧‧‧Connecting Department
42‧‧‧Locking components
5‧‧‧ column
51‧‧‧ struts

[第1A圖]係本創作一種FRP模版結構之第一實施立體結構分解示意圖。        [第1B圖]係本創作一種FRP模版結構之第一實施立體結構結合示意圖。        [第1C圖]係本創作一種FRP模版結構之第一實施上視示意圖。        [第2A圖]係本創作一種FRP模版結構之第二實施立體結構分解示意圖。        [第2B圖]係本創作一種FRP模版結構之第二實施立體結構結合示意圖。        [第2C圖]係本創作一種FRP模版結構之第二實施上視示意圖。        [第3A圖]係本創作一種FRP模版結構之第三實施立體結構分解示意圖。        [第3B圖]係本創作一種FRP模版結構之第三實施立體結構結合示意圖。        [第3C圖]係本創作一種FRP模版結構之第三實施上視示意圖。        [第4A圖]係本創作一種FRP模版結構之第四實施立體結構分解示意圖。        [第4B圖]係本創作一種FRP模版結構之第四實施立體結構結合示意圖。        [第4C圖]係本創作一種FRP模版結構之第四實施部份結構連接示意圖。        [第4D圖]係本創作一種FRP模版結構之第四實施上視示意圖。        [第5A圖]係本創作一種FRP模版結構之第五實施立體結構分解示意圖。        [第5B圖]係本創作一種FRP模版結構之第五實施立體結構結合示意圖。        [第5C圖]係本創作一種FRP模版結構之第五實施部份結構連接示意圖。        [第5D圖]係本創作一種FRP模版結構之第五實施上視示意圖。        [第6A圖]係本創作一種FRP模版結構之第五實施之立柱與斜撐配置示意圖。        [第6B圖]係本創作一種FRP模版結構之第五實施之立柱與斜撐配置上視示意圖。        [第7圖]係本創作一種FRP模版結構之第五實施之立柱與斜撐另一配置上視示意圖。        [第8圖]係本創作一種FRP模版結構之第六實施立體結構示意圖。        [第9圖]係本創作一種FRP模版結構之第七實施立體結構示意圖。[Fig. 1A] is a schematic exploded view of the first embodiment of the FRP template structure. [Fig. 1B] is a schematic view showing the first embodiment of a three-dimensional structure of an FRP template structure. [FIG. 1C] This is a schematic view of a first implementation of an FRP template structure. [Fig. 2A] is a schematic exploded view of the second embodiment of the FRP template structure. [Fig. 2B] is a schematic view showing a second embodiment of a three-dimensional structure of an FRP template structure. [Fig. 2C] is a schematic view showing the second embodiment of an FRP template structure. [Fig. 3A] is a schematic exploded view of the third embodiment of the FRP template structure. [Fig. 3B] is a schematic view showing the third embodiment of the FRP template structure. [FIG. 3C] This is a schematic view of a third implementation of an FRP template structure. [Fig. 4A] is a schematic exploded view showing the fourth embodiment of an FRP template structure. [Fig. 4B] is a schematic view showing the fourth embodiment of the FRP template structure. [Fig. 4C] is a schematic diagram showing the structural connection of the fourth embodiment of an FRP template structure. [Fig. 4D] is a schematic view showing a fourth embodiment of an FRP template structure. [Fig. 5A] is a schematic exploded view of the fifth embodiment of the FRP template structure. [Fig. 5B] This is a fifth embodiment of a three-dimensional structure of an FRP template structure. [Fig. 5C] is a schematic diagram showing the connection of the fifth embodiment of the FRP template structure. [Fig. 5D] is a schematic view showing a fifth embodiment of an FRP template structure. [Fig. 6A] Fig. 6 is a schematic view showing the arrangement of the column and the struts of the fifth embodiment of the FRP template structure. [Fig. 6B] Fig. 6 is a top view showing the arrangement of the column and the struts of the fifth embodiment of the FRP stencil structure. [Fig. 7] Fig. 7 is a schematic top view showing another configuration of the column and the struts of the fifth embodiment of the FRP stencil structure. [Fig. 8] Fig. 8 is a perspective view showing a sixth embodiment of an FRP template structure. [Fig. 9] is a schematic view showing a seventh embodiment of an FRP template structure.

1‧‧‧FRP模版結構 1‧‧‧FRP template structure

11‧‧‧FRP模版本體 11‧‧‧FRP model version

111‧‧‧FRP板 111‧‧‧FRP board

112‧‧‧FRP格柵 112‧‧‧FRP grille

12‧‧‧連接件 12‧‧‧Connecting parts

13‧‧‧鎖固元件 13‧‧‧Locking components

Claims (20)

一種FRP模版結構,係包括: 數個FRP模版本體,係包含一層FRP板及一層FRP格柵; 數個連接件,係接觸於任兩個相鄰之FRP模版本體分別鄰接的一端上; 數個鎖固元件,係穿過該連接件、並鎖固於FRP模版本體之一端上,用以使該連接件能夠連接任兩個相鄰之FRP模版本體,而經由該數個FRP模版本體包圍所形成的空間能夠用以澆注混凝土使用。An FRP template structure includes: a plurality of FRP mode versions, comprising a layer of FRP plates and a layer of FRP grids; and a plurality of connecting members contacting one end of any two adjacent FRP module versions; The locking component passes through the connecting member and is locked on one end of the FRP die to enable the connector to connect to any two adjacent FRP die versions, and surrounds the FRP module by the plurality of FRP modules. The resulting space can be used for pouring concrete. 如請求項1所述之一種FRP模版結構,其中該FRP模版本體之FRP板係為一FRP透明或半透明板體。An FRP template structure according to claim 1, wherein the FRP plate of the FRP mode version is an FRP transparent or translucent plate. 如請求項1所述之一種FRP模版結構,其中該鎖固元件係穿過該連接件,並鎖固於該FRP模版本體之FRP格柵的一端上。An FRP stencil structure according to claim 1, wherein the locking member passes through the connecting member and is locked to one end of the FRP grid of the FRP molded version. 如請求項1所述之一種FRP模版結構,其中該鎖固元件係穿過該連接件,並鎖固於該FRP模版本體之FRP板的一端上。An FRP stencil structure according to claim 1, wherein the locking member passes through the connecting member and is locked to one end of the FRP plate of the FRP molded version. 如請求項1所述之一種FRP模版結構,其中該連接件係為一L形連接件。An FRP stencil structure according to claim 1, wherein the connecting member is an L-shaped connecting member. 如請求項1所述之一種FRP模版結構,其中該FRP板之寬度係等於、小於或大於該FRP格柵之寬度。An FRP stencil structure according to claim 1, wherein the width of the FRP plate is equal to, smaller than, or greater than the width of the FRP grid. 一種FRP模版結構,係包括: 數個FRP模版本體,係為一L形結構,而該FRP模版本體係包含一L形FRP板,而該L形FRP板的兩個外側面上係分別皆具有一FRP格柵; 數個連接件,係接觸於任兩個相鄰之FRP模版本體分別鄰接的一端上; 數個鎖固元件,係穿過該連接件、並鎖固於FRP模版本體之一端上,用以使該連接件能夠連接任兩個相鄰之FRP模版本體,而經由該數個FRP模版本體包圍所形成的空間能夠用以澆注混凝土使用。An FRP stencil structure includes: a plurality of FRP mode versions, which is an L-shaped structure, and the FRP mode version system includes an L-shaped FRP plate, and the two outer side faces of the L-shaped FRP plate respectively have An FRP grid; a plurality of connecting members contacting one end of each of two adjacent FRP mold versions; a plurality of locking elements passing through the connecting member and locked to one end of the FRP mode version In order to enable the connector to connect to any two adjacent FRP mold versions, the space formed by surrounding the plurality of FRP mold bodies can be used for pouring concrete. 如請求項7所述之一種FRP模版結構,其中該FRP模版本體之L形FRP板係為一L形FRP透明或半透明板體。An FRP stencil structure according to claim 7, wherein the L-shaped FRP plate of the FRP molded version is an L-shaped FRP transparent or translucent plate. 如請求項7所述之一種FRP模版結構,其中該鎖固元件係穿過該連接件,並鎖固於該FRP模版本體之FRP格柵的一端上。An FRP stencil structure according to claim 7, wherein the locking member passes through the connecting member and is locked to one end of the FRP grid of the FRP molded version. 如請求項7所述之一種FRP模版結構,其中該鎖固元件係穿過該連接件,並鎖固於該FRP模版本體之L形FRP板的一端上。An FRP stencil structure according to claim 7, wherein the locking member passes through the connecting member and is locked to one end of the L-shaped FRP plate of the FRP molded version. 如請求項7所述之一種FRP模版結構,其中該連接件係為一L形連接件。An FRP stencil structure according to claim 7, wherein the connecting member is an L-shaped connecting member. 如請求項7所述之一種FRP模版結構,其中該L形FRP板之任一外側面之寬度係等於、小於或大於該FRP格柵之寬度。An FRP stencil structure according to claim 7, wherein the width of any one of the outer sides of the L-shaped FRP plate is equal to, smaller than, or greater than the width of the FRP grid. 一種FRP模版結構,係包括: 數個FRP模版本體,係為一L形結構,而該FRP模版本體係包含一L形FRP板,而該L形FRP板的兩個外側面上係分別皆具有數個L形FRP肋部,而該L形FRP肋部之兩個外側面係分別會延伸出有一連接部,且任兩個相鄰之FRP模版本體之L形FRP肋部上的連接部係會相互堆疊接觸; 數個鎖固元件,係穿過並鎖固於任兩個相互堆疊之L形FRP肋部上的連接部上,用以連接任兩個相鄰之FRP模版本體,而經由該數個FRP模版本體包圍所形成的空間能夠用以澆注混凝土使用。An FRP stencil structure includes: a plurality of FRP mode versions, which is an L-shaped structure, and the FRP mode version system includes an L-shaped FRP plate, and the two outer side faces of the L-shaped FRP plate respectively have a plurality of L-shaped FRP ribs, and the two outer sides of the L-shaped FRP ribs respectively extend with a connecting portion, and the connecting portions on the L-shaped FRP ribs of any two adjacent FRP molded versions Will be stacked on each other; a plurality of locking elements are passed through and locked to the joints of any two L-shaped FRP ribs stacked on each other for connecting any two adjacent FRP mode versions, via The space formed by the plurality of FRP mold versions can be used for pouring concrete. 如請求項13所述之一種FRP模版結構,其中該FRP模版本體之L形FRP板係為一L形FRP透明或半透明板體。An FRP stencil structure according to claim 13, wherein the L-shaped FRP plate of the FRP mode version is an L-shaped FRP transparent or translucent plate. 如請求項13所述之一種FRP模版結構,其中任一FRP模版本體之L形FRP肋部上的連接部係設置於該L形FRP肋部外側面的上端,而另一個與之相鄰的FRP模版本體之L形FRP肋部上的連接部則必須設置於L形FRP肋部外側面的下端,以使兩個相鄰之FRP模版本體之L形FRP肋部上的連接部能夠堆疊接觸。An FRP stencil structure according to claim 13, wherein the connecting portion on the L-shaped FRP rib of any FRP molded version is disposed at an upper end of the outer side of the L-shaped FRP rib, and the other is adjacent thereto. The connecting portion on the L-shaped FRP rib of the FRP molded version body must be disposed at the lower end of the outer side of the L-shaped FRP rib so that the connecting portions on the L-shaped FRP ribs of two adjacent FRP molded versions can be stacked and contacted. . 如請求項13所述之一種FRP模版結構,其中任一FRP模版本體之L形FRP肋部上的連接部係設置於該L形FRP肋部外側面的下端,而另一個與之相鄰的FRP模版本體之L形FRP肋部上的連接部則必須設置於L形FRP肋部外側面的上端,以使兩個相鄰之FRP模版本體之L形FRP肋部上的連接部能夠堆疊接觸。An FRP stencil structure according to claim 13, wherein the connecting portion on the L-shaped FRP rib of any FRP molded version is disposed at a lower end of the outer side of the L-shaped FRP rib, and the other is adjacent thereto. The connecting portion on the L-shaped FRP rib of the FRP molded version body must be disposed at the upper end of the outer side of the L-shaped FRP rib so that the connecting portions on the L-shaped FRP ribs of two adjacent FRP molded versions can be stacked and contacted. . 一種FRP模版結構,係包括: 數個FRP模版本體,係為一半圓筒結構,而該FRP模版本體係包含一半圓形FRP板,而該半圓形FRP板的兩個外側面上係分別皆具有數個半圓形FRP肋部,而該半圓形FRP肋部之兩個外側面係分別會延伸出有一連接部,且任兩個相鄰之FRP模版本體之半圓形FRP肋部上的連接部係會相互堆疊接觸; 數個鎖固元件,係穿過並鎖固於任兩個相互堆疊之半圓形FRP肋部上的連接部上,用以連接任兩個相鄰之FRP模版本體,而經由該數個FRP模版本體包圍所形成的空間能夠用以澆注混凝土使用。An FRP stencil structure includes: a plurality of FRP mode versions, which are half-cylindrical structures, and the FRP mode version system comprises a semi-circular FRP plate, and the two outer sides of the semi-circular FRP plate are respectively Having a plurality of semi-circular FRP ribs, and the two outer sides of the semi-circular FRP ribs respectively extend from a semi-circular FRP rib on either two adjacent FRP molded versions. The connecting portions are stacked in contact with each other; a plurality of locking elements are passed through and locked to the joints of any two semi-circular FRP ribs stacked on each other for connecting any two adjacent FRPs The molded version body, and the space formed by surrounding the plurality of FRP mold versions can be used for pouring concrete. 如請求項17所述之一種FRP模版結構,其中該FRP模版本體之半圓形FRP板係為一半圓形FRP透明或半透明板體。An FRP stencil structure according to claim 17, wherein the semi-circular FRP plate of the FRP molded version is a semi-circular FRP transparent or translucent plate. 如請求項17所述之一種FRP模版結構,其中任一FRP模版本體之半圓形FRP肋部上的連接部係設置於該半圓形FRP肋部外側面的上端,而另一個與之相鄰的FRP模版本體之半圓形FRP肋部上的連接部則必須設置於半圓形FRP肋部外側面的下端,以使兩個相鄰之FRP模版本體之半圓形FRP肋部上的連接部能夠堆疊接觸。An FRP stencil structure according to claim 17, wherein the connecting portion on the semicircular FRP rib of any FRP molded version is disposed at the upper end of the outer side of the semicircular FRP rib, and the other is The connecting portion of the semi-circular FRP rib of the adjacent FRP molded version body must be disposed at the lower end of the outer side of the semi-circular FRP rib so as to be on the semi-circular FRP rib of two adjacent FRP molded versions. The connections can be stacked in contact. 如請求項17所述之一種FRP模版結構,其中任一FRP模版本體之半圓形FRP肋部上的連接部係設置於該半圓形FRP肋部外側面的下端,而另一個與之相鄰的FRP模版本體之半圓形FRP肋部上的連接部則必須設置於半圓形FRP肋部外側面的上端,以使兩個相鄰之FRP模版本體之半圓形FRP肋部上的連接部能夠堆疊接觸。An FRP stencil structure according to claim 17, wherein the connecting portion on the semicircular FRP rib of any FRP molded version is disposed at the lower end of the outer side of the semicircular FRP rib, and the other is The connecting portion of the semi-circular FRP rib of the adjacent FRP molded version body must be disposed at the upper end of the outer side of the semi-circular FRP rib so as to be on the semi-circular FRP rib of two adjacent FRP molded versions. The connections can be stacked in contact.
TW105203383U 2016-03-11 2016-03-11 FRP template structure TWM525972U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111501453A (en) * 2020-04-14 2020-08-07 中铁二十四局集团江苏工程有限公司 Quick assembly disassembly template is used to cast-in-place road bed of foam light soil

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111501453A (en) * 2020-04-14 2020-08-07 中铁二十四局集团江苏工程有限公司 Quick assembly disassembly template is used to cast-in-place road bed of foam light soil
CN111501453B (en) * 2020-04-14 2022-02-08 中铁二十四局集团江苏工程有限公司 Quick assembly disassembly template is used to cast-in-place road bed of foam light soil

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