TWM636157U - Flexible template group - Google Patents
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Abstract
本創作係一種伸縮模板組,包含呈矩形地排列的四個模板單元,任兩相鄰的模板單元以連接組件連接,任兩相對的模板單元則以伸縮調整桿連接,伸縮調整桿能伸縮使相對的兩模板單元相互遠離或相互靠近,且能將相對的兩模板單元相對固定;藉由連接組件搭配伸縮調整桿,使伸縮模板組能夠切換為展開或是收縮狀態並固定,在建造環繞式牆體的工程中,藉由使伸縮模板組切換為收縮狀態,減少佔據的空間,能輕易且快速地將伸縮模板組置入鋼筋結構的內部或是自已成型的環繞式牆體的內部取出,省去組裝或是拆解模板的作業時間,縮減工程的作業時間。This creation is a kind of telescopic formwork group, which includes four formwork units arranged in a rectangular shape. Any two adjacent formwork units are connected by connecting components, and any two opposite formwork units are connected by telescopic adjustment rods. The telescopic adjustment rods can be stretched to make the The two opposite formwork units are far away from each other or close to each other, and the two opposite formwork units can be relatively fixed; by connecting the components with the telescopic adjustment rod, the telescopic formwork group can be switched to the expanded or contracted state and fixed. In the wall project, by switching the telescopic formwork group to the contracted state, the space occupied can be reduced, and the telescopic formwork group can be easily and quickly placed inside the steel structure or taken out from the inside of the self-formed surrounding wall. Save the work time of assembling or dismantling the formwork, and reduce the work time of the project.
Description
本創作係涉及建築用之模板,尤指一種伸縮模板組。This creation is related to formwork used in construction, especially a telescopic formwork group.
模板,是一種建築用器具,在建造牆壁的過程中,通常是先架起鋼筋,接著透過模板圍繞出樑、柱、牆等建築結構的形狀,再加以固定,最後,再將混凝土灌注到模板圍繞出的空間內,待混凝土凝固後再將模板取下,便能完成建築結構的成型。Formwork is a kind of construction equipment. In the process of building walls, steel bars are usually erected first, and then the shapes of beams, columns, walls and other architectural structures are surrounded by formwork, and then fixed. Finally, concrete is poured into the formwork In the surrounding space, after the concrete is solidified, the formwork can be removed to complete the shaping of the building structure.
其中,在建造內部圍繞有矩形空間的環繞式牆體,例如電梯井、房間的過程中,現有方式是將多個模板組合形成內、外兩層模板,外層模板及內層模板皆為矩形,外層模板所圍出的範圍大於內層模板所圍出的範圍,且環繞內層模板,外層模板與內層模板之間圍繞預先設置好的一環狀的鋼筋結構,在外層模板及內層模板固定完成後,將混凝土灌注到外層模板與內層模板之間,以成型所需要的環繞式牆體。Among them, in the process of constructing a surrounding wall with a rectangular space inside, such as an elevator shaft and a room, the existing method is to combine multiple formworks to form an inner and an outer formwork. The outer formwork and the inner formwork are both rectangular. The area enclosed by the outer formwork is larger than the area enclosed by the inner formwork, and surrounds the inner formwork. A pre-set ring-shaped steel bar structure is surrounded between the outer formwork and the inner formwork. After fixing, concrete is poured between the outer formwork and the inner formwork to form the desired wraparound wall.
然而,現有建造環繞式牆體的方式有其缺點:在內層模板裝設固定時,由於需要將多個模板依序運入預先設置好的鋼筋結構的內部,並在鋼筋結構的內部進行拼組,會增加工程的作業複雜度,且鋼筋結構的內部空間可能有限,不利於拼組作業進行,導致額外耗費時間;此外,由於環繞式牆體成型後,內層模板留在環繞式牆體的內部,需要施工人員再進入環繞式牆體的內部,將組成內層模板的多個模板拆解運出,而環繞式牆體的內部空間可能有限,不利於施工人員拆解作業的進行,又進一步導致工程的作業時間延長。However, the existing method of building a wraparound wall has its disadvantages: when the inner formwork is installed and fixed, it is necessary to sequentially transport multiple formworks into the interior of the pre-set steel structure and assemble them inside the steel structure. Grouping will increase the complexity of the project, and the internal space of the steel structure may be limited, which is not conducive to the grouping operation, resulting in additional time-consuming; in addition, after the surrounding wall is formed, the inner formwork remains on the surrounding wall The inside of the surrounding wall requires construction personnel to enter the interior of the surrounding wall to dismantle and transport out the multiple formworks that make up the inner formwork. However, the internal space of the surrounding wall may be limited, which is not conducive to the dismantling of the construction personnel. Further cause the working time of the project to be extended.
為了解決現有建造環繞式牆體的方式,環繞式牆體成型前及成型後需要施工人員進入鋼筋結構或是環繞式牆體的內部組合或是拆解內層模板,而環繞式牆體的內部空間可能有限,不利於組裝及拆解作業、導致工程的作業時間延長的問題,本創作的目的在於提供一種能較輕易、迅速地置入鋼筋結構的內部或是自成型的環繞式牆體的內部取出,減少工程作業時間的伸縮模板組。In order to solve the existing methods of building wraparound walls, construction workers need to enter the steel structure or the internal combination of the wraparound walls or disassemble the inner formwork before and after the wraparound walls are formed, and the inside of the wraparound walls The space may be limited, which is not conducive to assembly and disassembly operations, resulting in prolonging the working time of the project. The purpose of this creation is to provide a structure that can be easily and quickly placed inside the steel structure or a self-forming surrounding wall. Retractable formwork group that can be taken out inside to reduce engineering work time.
本創作解決技術問題所提出之伸縮模板組,其包含: 四個模板單元,該四個模板單元呈矩形地排列; 相鄰的任意兩所述模板單元以一連接組件連接,且能於限定範圍內相對活動; 相對的任意兩所述模板單元以至少一伸縮調整桿連接,該至少一伸縮調整桿能伸縮而使相對的兩個所述模板單元相互遠離或相互靠近; 其中,所述連接組件及所述伸縮調整桿使該四個模板單元能在一展開狀態或一收縮狀態之間切換並固定。 The flexible template set proposed by this creation to solve technical problems includes: Four formwork units, the four formwork units are arranged in a rectangle; Any two adjacent template units are connected by a connecting component, and can move relatively within a limited range; Any two relative formwork units are connected by at least one telescopic adjustment rod, and the at least one telescopic adjustment rod can be stretched to make the two relative formwork units move away from each other or approach each other; Wherein, the connection assembly and the telescopic adjustment rod enable the four formwork units to be switched and fixed in an expanded state or a retracted state.
所述之伸縮模板組,其中所述之連接組件包含一第一樞軸、兩樞轉件、兩第二樞軸,該兩樞轉件結合於於該第一樞軸而相互樞接;各該樞轉件遠離該第一樞軸處則結合於對應的其中一所述第二樞軸,且相鄰的兩所述模板單元中的各模板單元結合於對應的其中一所述第二樞軸而與對應的其中一所述樞轉件相互樞接。The telescopic formwork set, wherein the connecting components include a first pivot, two pivots, and two second pivots, and the two pivots are combined with the first pivots to be pivotally connected to each other; Where the pivoting member is away from the first pivot, it is combined with the corresponding one of the second pivots, and each template unit in the two adjacent template units is combined with the corresponding one of the second pivots. The shaft is pivotally connected to the corresponding one of the pivoting members.
所述之伸縮模板組,其中各所述樞轉件係為一長形片體而具有位置相對的兩端,各該樞轉件的兩端分別鄰近對應的所述模板單元的頂端及底端。In the telescopic formwork set, each of the pivoting members is an elongated piece with two opposite ends, and the two ends of each pivoting member are respectively adjacent to the top and bottom of the corresponding template unit .
所述之伸縮模板組,其中各所述模板單元為金屬材質製成的一結構體,且包含一框架及多個支撐條,該框架包含一主板及兩端板,該主板直立設置,該兩端板相平行、分別連接該主板的上下兩端、與該主板相垂直;該多個支撐條相間隔,各該支撐條結合於該框架的主板,且延伸而連接該框架的兩側板。The telescopic template group, wherein each template unit is a structure made of metal material, and includes a frame and a plurality of support bars, the frame includes a main board and two end boards, the main board is set upright, and the two The end plates are parallel, respectively connected to the upper and lower ends of the main board, and are perpendicular to the main board; the plurality of support bars are spaced apart, and each of the support bars is combined with the main board of the frame and extends to connect the two side plates of the frame.
所述之伸縮模板組,其中各所述模板單元為鋼材所製成的一結構體。In the telescopic formwork set, each formwork unit is a structure made of steel.
所述之伸縮模板組,其中各所述模板單元的相鄰的兩個所述支撐條之間設有多個結構加強片,各該結構加強片結合於該主板體,且連接相鄰的兩個所述支撐條。The telescopic formwork set, wherein a plurality of structural reinforcement sheets are provided between two adjacent support bars of each of the formwork units, each of the structural reinforcement sheets is combined with the main body, and connects two adjacent one of the support bars.
所述之伸縮模板組,其中各所述模板單元包含多個結構加強管,該多個結構加強管相間隔且相平行,各該結構加強管跨設該多個支撐條且與該多個支撐條結合。The telescopic formwork set, wherein each of the formwork units includes a plurality of structural reinforcement tubes, the plurality of structural reinforcement tubes are spaced apart and parallel to each other, and each of the structural reinforcement tubes straddles the plurality of support bars and is connected to the plurality of support bars. strips combined.
所述之伸縮模板組,其中所述之伸縮調整桿包含一套管、一插管、兩定位件及一調節件;該套管設有一外螺紋,且於該外螺紋處貫設有一沿著該套管之軸方向的長孔;該插管活動插設於該套管內;各該定位件螺合於該套管的外螺紋;該調節件與該插管結合、穿置該套管的長孔而能沿著該長孔移動、位於該兩定位件之間而能受該兩定位件夾制。The telescopic formwork set, wherein the telescopic adjustment rod includes a sleeve, a cannula, two positioning pieces and an adjustment piece; the sleeve is provided with an external thread, and a thread along the external thread is provided. A long hole in the axial direction of the sleeve; the cannula is movably inserted in the sleeve; each positioning piece is screwed to the external thread of the sleeve; the adjustment piece is combined with the cannula to pass through the sleeve The long hole can move along the long hole, is located between the two positioning pieces and can be clamped by the two positioning pieces.
所述之伸縮模板組,其中所述之伸縮調整桿的各定位件包含一螺合塊及一把手,該螺合塊設有一與該套管之外螺紋匹配的內螺紋;該把手連接該螺合塊,且自該螺合塊沿著該套管的一徑方向延伸而呈長桿狀。The telescopic formwork set, wherein each positioning piece of the telescopic adjustment rod includes a screw block and a handle, the screw block is provided with an internal thread matching the external thread of the casing; the handle is connected to the screw block block, and extending from the threaded block along a radial direction of the casing to be in the shape of a long rod.
本創作的技術手段可獲得的功效增進在於: 1. 本創作之伸縮模板組,藉由所述連接組件將矩形排列的該四個模板單元連結成一個整體,再透過能伸縮而使相對的兩個所述模板單元相互遠離或相互靠近並固定,藉此使該伸縮模板組能夠在所述展開狀態或是所述收縮狀態之間切換並固定,在建造環繞式牆體的工程中,藉由使該伸縮模板組切換至所述收縮狀態,減少佔據的空間,能輕易、迅速地將伸縮模板組置入鋼筋結構的內部或是自已成型的環繞式牆體的內部取出,待進行灌漿前再將該伸縮模板組切換至所述展開狀態即可,藉此能省去組裝及拆解模板的作業,有效縮減工程的作業時間、提高建造環繞式牆體之工程的效率。 2. 本創作之伸縮模板組,由於該四個模板單元連結成一個整體,且施工完成時不需要進行拆解,只需收攏即可取出,因此能夠在不需經過多道工序的情況下,重複建造環繞相同大小的矩形空間的環繞式牆體的作業。 The effect enhancement that the technical means of this creation can obtain is: 1. In the telescopic formwork set of this invention, the four formwork units arranged in a rectangular shape are connected into a whole through the connecting components, and then the two opposite formwork units are separated from each other or close to each other and fixed by being able to expand and contract , so that the telescopic formwork group can be switched and fixed between the expanded state or the contracted state. In the project of building a surrounding wall, by switching the telescopic formwork group to the contracted state, To reduce the occupied space, the telescopic formwork group can be easily and quickly placed inside the steel structure or taken out from the interior of the self-formed surrounding wall, and then the telescopic formwork group is switched to the expanded state before grouting. Yes, this can save the work of assembling and dismantling the formwork, effectively reduce the working time of the project, and improve the efficiency of the project of constructing the surrounding wall. 2. The telescopic formwork set of this creation, because the four formwork units are connected into a whole, and it does not need to be disassembled when the construction is completed, it can be taken out only by folding, so it can be taken out without going through multiple processes. Repeat the job of building a wraparound wall around a rectangular space of the same size.
為能詳細瞭解本創作的技術特徵及實用功效,並可依照創作內容來實現,玆進一步以如圖式所示的較佳實施例,詳細說明如後:In order to understand the technical characteristics and practical effects of this creation in detail, and to realize it according to the content of the creation, the preferred embodiment shown in the figure is further described in detail as follows:
如圖1至圖4所示,本創作較佳實施例之伸縮模板組,其包含四個模板單元10,該四個模板單元10呈矩形地排列,使各該模板單元10位於矩形的長邊或寬邊上,進一步,當該四個模板單元10具有相同寬度時,該伸縮模板組呈一正方形,其中,相鄰的任意兩個所述模板單元10以一連接組件20連接,相對的任意兩個所述模板單元10以至少一個伸縮調整桿30連接。As shown in Fig. 1 to Fig. 4, the telescopic formwork set of the preferred embodiment of the present invention comprises four
各該模板單元10為鋼材所製成的一結構體,且如圖5所示,各該模板單元10包含一框架11以及多個支撐條12,該框架11包含一主板111及兩側板112,該主板111直立設置,該兩側板112相平行分別連接該主板111的上下兩端,且與該主板111相垂直,該多個支撐條12相間隔、連接於該框架11的主板111,且朝向該主板111的上下兩端延伸而連接該兩側板112;相鄰的任意兩個所述支撐條12之間則設有多個結構加強片13,各該結構加強片13結合於該框架11的主板111,且延伸而連接相鄰的兩個所述支撐條12,藉此,本較佳實施例以鋼製模板,相較於傳統的木製模板,不會在置於外界環境時容易因風吹雨打或溫、濕度變化而快速腐爛,且透過該框架11、該多個支撐條12以及該多個結構加強片13的結構配置,能在保證結構強度、灌漿時不會因混凝土的壓力導致結構破壞或是變形的情況下,將金屬製的該模板單元10輕量化。Each of the
如圖5所示,在本較佳實施例中,各該模板單元10還包含有兩伸縮桿結合件14,該兩伸縮桿結合件14上下間隔地設置,各該伸縮桿結合件14包含一設置條及兩結合片,該設置條採用一槽鐵,其跨設該多個支撐條12,且與該多個支撐條12結合,該兩結合片相間隔地結合於該設置條上,各該模板單元10以及與其相對的所述模板單元10中,其中一所述模板單元10的各伸縮桿結合件14的各個結合片皆與另外一所述模板單元10的對應的其中一所述結合片相對,且相對的兩個所述結合片分別與對應的其中一所述伸縮調整桿30的兩端以螺鎖方式結合;在其他的實施例中,也可以省去各該伸縮桿結合件14的設置,直接將所述伸縮調整桿30透過焊接或是螺鎖的方式直接與所述模板單元10的框架11的主板111結合。As shown in Figure 5, in this preferred embodiment, each of the
在本較佳實施例中,各該模板單元10還包含有多對結構加強管組15,該多對結構加強管組15由上而下排列,該多對結構加強管組15相間隔且相平行,各對所述結構加強管組15包含相鄰且並排的兩個結構加強管151,各該結構加強管151跨設該多個支撐條12且與該多個支撐條12結合,藉由該多對結構加強管組15來加強所述模板單元10的結構強度,進一步降低所述模板單元10在建築工程中進行灌漿作業時,結構因混凝土的壓力而損壞的機率。In this preferred embodiment, each of the
如圖3及圖4所示,相鄰的任意兩個所述模板單元10以所述連接組件20連接,所述連接組件20包含一第一樞軸21、兩樞轉件22、兩第二樞軸23;該兩樞轉件22結合於該第一樞軸21而相互樞接;各該樞轉件22遠離該第一樞軸21處則結合於對應的其中一所述第二樞軸23,且相鄰的兩所述模板單元10中的各所述模板單元10結合於對應的其中一所述第二樞軸23而與對應的其中一所述樞轉件22相互樞接;具體來說,相鄰的兩個所述模板單元10中,各所述模板單元10最接近所述連接組件20的所述支撐條12採用一槽鐵,且該支撐條12與對應的所述樞轉件22結合於對應的所述第二樞軸23而相互樞接,藉此,該四個模板單元10中,任意相鄰的兩個所述模板單元10皆透過所述連接組件20連接,使該四個模板單元10相互連結而形成一個整體,且相鄰的兩個所述模板單元10能於限定範圍內透過該兩樞轉件22、各該樞轉件22與對應之所述支撐條12的樞接結構而相對活動。As shown in Figure 3 and Figure 4, any two
在本較佳實施例中,相互樞結的所述第一樞軸21、兩個所述樞轉件22以及所述第二樞軸23係採用鉸鍊的結構,透過採用鉸鍊結構的連接組件20連接相鄰的任意兩個所述模板單元10,達到相鄰的任意兩個所述模板單元10能於限定範圍內相對活動的效果,而實際上,在其他的實施例中,所述連接組件20也可以是多個鐵鍊、綁繩等撓性連接方式,一樣能達到使該四個模板單元10相互連結而形成一個整體,且相鄰的兩個所述模板單元10能於限定範圍內相對活動的效果,本較佳實施例的優勢在於,透過樞轉結構連接的相鄰的兩個所述模板單元10較不會隨意活動,在移動、搬運該伸縮模板組的時候較穩定、利用該伸縮模板組施工時,能提高作業的順暢性。In this preferred embodiment, the
相對的任意兩個所述模板單元10之間以至少一個所述伸縮調整桿30連接;如圖6及圖7所示,各所述伸縮調整桿30包含一套管31、一插管32、一調節件33以及兩定位件34;該套管31設有一外螺紋311,且該套管31於該外螺紋311處貫設有一沿著該套管31的軸方向的長孔312;該插管32活動插設於該套管31內,該插管32遠離該套管31的一端結合於相對的兩個所述模板單元10中的其中一所述模板單元10的伸縮桿結合件14,該套管31遠離該插管32的一端則連接相對的兩個所述模板單元10中的另外一所述模板單元10的伸縮桿結合件14;該調節件33則結合於該插管32,且穿置該套管31的長孔312,該調節件33能隨該插管32活動而沿著該長孔312活動,該兩定位件34螺合於該套管31的外螺紋311、能相對該套管31轉動而沿著所述套管31的軸方向直線移動,且該調節件33係位於該兩定位件34之間。Any two
藉此,當需要調整相對的兩個所述模板單元10之間的距離時,透過活動插設該套管31的該插管32與該套管31之間的相對活動,讓使用者能將相對的兩個所述模板單元10相互靠近或相互遠離,而當需要相對固定兩個所述模板單元10時,使用者則可以透過將該兩定位件34相對該套管31轉動,讓該兩定位件34直線移動而共同夾制位於該兩定位件34之間的該調節件33,如此,與該調節件33結合的插管32則無法繼續相對該套管31活動,分別結合於該套管31以及該插管32的相對的兩個所述模板單元10則能相對固定。Thereby, when the distance between the two
較佳地,各所述模板單元10具有矩形的結構,而相對的任意兩個所述模板單元10之間則能以四個所述伸縮調整桿30,四個所述伸縮調整桿30分別靠近矩形的所述模板單元10的四個角落,藉此穩定連接相對的兩個所述模板單元10,提高移動該伸縮模板組之過程的穩定性,同時強化相對的任意兩個所述模板單元10之間的支撐強度,防止相對的任意兩個所述模板單元10在進行灌漿作業時受到混凝土的壓力壓迫而導致所述伸縮調整桿30變形或是損壞。Preferably, each
在本較佳實施例中,通過所述外螺紋311、所述長孔312搭配所述調節件33及所述定位件34的方式讓所述套管31、所述插管32能相對活動或是相對固定,使所述伸縮調整桿30能夠伸縮而調整相對的兩個所述模板單元10之間的距離,或是能夠將相對的兩個所述模板單元10相對固定,而實際上,在其他的實施例中,也能透過市面上常見的伸縮桿的形式,例如在所述套管31上設置穿孔,所述插管32設置至少兩個相間隔的配合孔,透過不同的配合孔來對準穿孔,再以螺栓或是其他定位零件穿置配合孔及穿孔來讓所述套管31、所述插管32相對固定,同樣能夠達到使所述伸縮調整桿30能夠伸縮而調整相對的兩個所述模板單元10之間的距離,且能夠將相對的兩個所述模板單元10相對固定的效果。In this preferred embodiment, the
由於相鄰的兩個所述模板單元10透過所述連接組件20連接,該四個模板單元10相互連接形成一個整體,在透過所述伸縮調整桿30調整相對的兩個所述模板單元10之間的距離時,相對的兩個所述模板單元10之間的距離有一最大值及一最小值;當相對的兩個所述模板單元10之間的距離被調整為最大值時,該伸縮模板組伸展而如圖1、圖3所示處於一展開狀態,而當相對的兩個所述模板單元10之間的距離被調整為最小值時,該伸縮模板組收攏而如圖2、圖4所示處於一收縮狀態。Since two
如圖6及圖7所示,在本較佳實施例中,該伸縮調整桿30的各定位件34還包含一螺合塊341及一把手342,該螺合塊341設有一與該套管31之外螺紋311匹配的內螺紋,而該把手342連接於該螺合塊341,且自該螺合塊341沿著該套管31的一徑方向延伸而呈長桿狀,藉此,當使用者需要相對該套管31轉動所述定位件34時,可以透過操作該把手342來進行轉動所述定位件34的動作,在其他的實施例中,該定位件34也可以只包含有該螺合塊341,本較佳實施例優勢在於,透過該把手342的設置加長使用者施力時的力臂,讓使用者能較輕鬆地轉動所述定位件34;此外,在本較佳實施例中,該把手342係樞接於該螺合塊341,在不需要轉動所述定位件34,可以將該把手342相對該螺合塊341樞轉而貼近該套管31或是該插管32,將該把手342收折,減少佔據的空間。As shown in Figures 6 and 7, in this preferred embodiment, each
本創作較佳實施例之伸縮模板組其使用方式透過以下段落搭配圖8A-8D來進行詳細說明;如圖8A所示,當需要建造一環繞矩形空間的環繞式牆體,如建造電梯井、建造房間時,首先透過多個現有模板結合形成一外層模板結構T,其中,所述外層模板結構T的內部圍繞較大的一矩形空間,且圍繞預先設置好的一環狀的鋼筋結構,接著欲將該伸縮模板組透過吊掛置入所述鋼筋結構的內部時,能先透過調整所述伸縮調整桿30,使該伸縮模板組改變為所述收縮狀態,將該伸縮模板組佔據的空間縮小,從而能較容易置入所述鋼筋結構的內部;將該伸縮模板組置入所述鋼筋結構的內部之後,工作人員透過吊掛進入該伸縮模板組的內部,再調整所述伸縮調整桿30,使該伸縮模板組改變為所述展開狀態,此時呈矩形排列的該四個模板單元10以及所述外層模板結構T之間會圍繞形成供水泥填入的一填充空間S1,也就是圍繞所述鋼筋結構,如此,便完成前置作業。The use of the flexible formwork group in the preferred embodiment of the invention is described in detail through the following paragraphs with Figures 8A-8D; as shown in Figure 8A, when it is necessary to build a surrounding wall around a rectangular space, such as building an elevator shaft, When building a room, an outer formwork structure T is first formed by combining multiple existing formworks, wherein the interior of the outer formwork structure T surrounds a larger rectangular space and surrounds a pre-set ring-shaped steel bar structure, and then When the telescopic formwork group is to be placed into the interior of the steel bar structure through hanging, the telescopic formwork group can be changed to the contracted state by adjusting the
如圖3及圖4所示,在本較佳實施例中,所述連接組件20的各樞轉件22能採用長形片體的結構,且各該樞轉件22的兩端分別鄰近對應的所述模板單元10的頂端及底端,在該伸縮模板組呈現所述展開狀態時,所述連接組件20的兩樞轉件22也會隨之展開而如圖1、圖3所示與該四個模板單元10一同完整地圍繞出矩形的空間,在其他的實施例中,所述連接組件20當然也能不包含所述樞轉件22,而是採用鐵鍊、綁繩等其他形式,再透過額外製造L型的擋片來與該四個模板單元10一同完整地圍繞出矩形的空間;本較佳實施例的優勢在於,在使該伸縮模板組改變為所述展開狀態的過程中,所述連接組件20的兩樞轉件22會自動隨之展開而與該四個模板單元10一同完整地圍繞出矩形的空間,不需要額外的構件或是進行額外的操作。As shown in Figures 3 and 4, in this preferred embodiment, each pivoting
如圖8B所示,隨後施工人員便能將混凝土灌注至所述填充空間S1(即所述鋼筋結構的設置處)中,也就是俗稱的灌漿作業,等到混凝土凝固後,所需要的環繞式牆體W便可基本成型,而後便是模板的拆除作業,如圖8B至圖8C所示,由於所述外層模板結構T位於已成型的所述環繞式牆體W的外部,拆除作業從外部進行,較不會受到已成型的所述環繞式牆體W阻礙,可先行拆除,而該伸縮模板組位於已成型的所述環繞式牆體W的內部,要將該伸縮模板組取出時,先吊掛工作人員進入該伸縮模板組的內部,藉由調整所述伸縮調整桿30使所述伸縮調整桿30收攏,使該伸縮模板組再重新改變為所述收縮狀態,縮小該伸縮模板組所佔據的空間,讓該伸縮模板組與所述環繞式牆體W之間形成間隔空間S2,如此一來,如圖8C至圖8D所示,能輕易地將該伸縮模板組從已成型的所述環繞式牆體W的內部吊掛取出,留下已成型的所述環繞式牆體W,建造所述環繞式牆體W的後續的模板的拆除作業至此便基本完成。As shown in Figure 8B, then the construction personnel can pour concrete into the filling space S1 (that is, the place where the steel structure is set), which is commonly known as the grouting operation. After the concrete is solidified, the required surrounding wall The body W can be basically formed, and then the formwork is dismantled, as shown in Figure 8B to Figure 8C, since the outer formwork structure T is located outside the surrounding wall W that has been formed, the dismantling operation is carried out from the outside , less hindered by the surrounding wall W that has been formed, it can be dismantled first, and the telescopic formwork group is located inside the formed surrounding wall W. When taking out the telescopic formwork group, first The hanging staff enters the interior of the telescopic formwork group, and by adjusting the
本創作的伸縮模板組,藉由所述連接組件20將呈矩形排列的該四個模板單元10連結成一個整體,再透過能夠伸縮的所述伸縮調整桿30來調整相對的兩個所述模板單元10之間的距離,藉此讓該伸縮模板組能夠在所述展開狀態或是所述收縮狀態之間切換並固定,建造內部圍繞有矩形空間的環繞式牆體的過程中,在將該伸縮模板組置入預先設置好的鋼筋結構的內部,或是將該伸縮模板組自已成型的所述環繞式牆體W的內部取出時,藉由使該伸縮模板組收縮,縮小該伸縮模板組所佔據的體積,能夠輕易、迅速地將該伸縮模板組置入或是取出,灌漿作業時,再使該伸縮模板組展開即可,相較現有建造環繞式牆體的方式,在灌漿作業前,需要施工人員進入鋼筋結構的內部將多個模板組裝成內層模板結構,而環繞式牆體成型後又需要施工人員進入環繞式牆體的內部將組成內層模板結構的多個模板拆解,再依序取出,而鋼筋結構、環繞式牆體的內部空間有限,不利於組裝或拆解作業,導致工程的作業時間延長,透過本創作能將工程的作業時間大幅縮減,有效提升建造環繞式牆體工程的效率。In the telescopic formwork set of this invention, the four
在本較佳實施例中,各該模板單元10為鋼材所製成的一結構體,而實際上,在其他的實施例中,各該模板單元10也能為採用其他金屬材質所製成的一結構體,或者也可以是已知的任何現有模板的型式,只要相鄰的任意兩所述模板單元10以所述連接組件20連接,相對的任意兩所述模板單元10以至少一伸縮調整桿30連接,透過所述連接組件20及所述伸縮調整桿30使該四個模板單元10能所述展開狀態或所述收縮狀態之間切換並固定,便能達到本創作節省作業時間的效果,本較佳實施例的優勢在於,透過鋼材所製成的各該模板單元10,耐用性較高,能夠以同一個所述伸縮模板組重複進行建造環繞相同大小的矩形空間的環繞式牆體的工程,省去該些建造工程的多道工序,大幅減少該些建造工程的作業時間。In this preferred embodiment, each of the
以上所述,僅是本創作的較佳實施例,並非對本創作作任何形式上的限制,任何所屬技術領域中具有通常知識者,若在不脫離本創作所提技術方案的範圍內,利用本創作所揭示技術內容所作出局部更動或修飾的等效實施例,並且未脫離本創作的技術方案內容,均仍屬於本創作技術方案的範圍內。The above is only a preferred embodiment of this creation, and does not limit this creation in any form. Anyone with ordinary knowledge in the technical field can use this creation without departing from the scope of the technical solutions proposed in this creation. Creation of equivalent embodiments with partial changes or modifications made to the disclosed technical content, and without departing from the content of the technical solution of the creation, all still fall within the scope of the technical solution of the creation.
10:模板單元 11:框架 111:主板 112:側板 12:支撐條 13:結構加強片 14:伸縮桿結合件 15:結構加強管組 151:結構加強管 20:連接組件 21:第一樞軸 22:樞轉件 23:第二樞軸 30:伸縮調整桿 31:套管 311:外螺紋 312:長孔 32:插管 33:調節件 34:定位件 341:螺合塊 342:把手 S1:填充空間 S2:間隔空間 T:外層模板結構 W:環繞式牆體 10: template unit 11: frame 111: Motherboard 112: side panel 12: Support bar 13: Structural reinforcement sheet 14: Telescopic rod combination 15: Structural strengthening pipe group 151: Structural strengthening tube 20: Connect components 21: First Pivot 22: Pivot 23: Second Pivot 30: telescopic adjustment rod 31: Casing 311: external thread 312: long hole 32: Intubation 33: Adjusting parts 34: Positioning piece 341: screw block 342: handle S1: fill the space S2: interval space T: outer template structure W: wraparound wall
圖1係本創作較佳實施例之展開狀態的俯視平面圖。 圖2係本創作較佳實施例之收縮狀態的俯視平面圖。 圖3係本創作較佳實施例之展開狀態的局部的外觀立體圖。 圖4係本創作較佳實施例之收縮狀態的局部的外觀立體圖。 圖5係本創作較佳實施例之模板單元的外觀立體圖。 圖6係本創作較佳實施例之伸縮調整桿於收縮狀態的局部的外觀立體圖。 圖7係本創作較佳實施例之伸縮調整桿於展開狀態的局部的外觀立體圖。 圖8A-8D係本創作較佳實施例的俯視的使用示意圖。 Fig. 1 is the top plan view of the unfolded state of the preferred embodiment of the present invention. Fig. 2 is the top plan view of the retracted state of the preferred embodiment of the present invention. Fig. 3 is the partial appearance perspective view of the expanded state of the preferred embodiment of the present invention. Fig. 4 is a partial appearance perspective view of the contracted state of the preferred embodiment of the present invention. Fig. 5 is the perspective view of the appearance of the formwork unit of the preferred embodiment of the present invention. Fig. 6 is a perspective view of the partial appearance of the telescopic adjustment rod in the contracted state of the preferred embodiment of the present invention. Fig. 7 is the perspective view of the partial appearance of the telescopic adjustment rod in the expanded state of the preferred embodiment of the present invention. 8A-8D are top view schematic views of the preferred embodiment of the present invention.
10:模板單元 10: template unit
20:連接組件 20: Connect components
30:伸縮調整桿 30: telescopic adjustment rod
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