M410087 五、新型說明： 【新型所屬之技術領域】 本創作係關於一種格子樑施工模組，尤指一種可拆卸組裝 及增加模板整體結構強度之模組化格子樑施工模組。 【先前技術】 如圖一及圖二所示’係為習知格子樑施工模組立體組合圖 B 以及斷面圖，該習知格子樑施工模組10，包括數個由玻璃纖維 所鑄造而成之内角板11、數個將該内角板i i連結固定之扣夾 12，以及一封蓋於内角板n上之蓋板13 ;該内角板丨丨的接合 面具有數個可相接合之插置孔14,該插置孔14係可供該扣夾 12穿設夾固，藉以使内角板丨丨彼此併靠連結固定；該内角板 11上緣成型具有一擋緣1 5，該擋緣1 5下端延伸一水平支撐面 可供該蓋板13放置；該蓋板13頂部具有向上延伸之多數圓管 16 ;當格子樑施工模組1〇於施工時，該蓋板13將承受施工相 • 關用品的重量，由於該内角板11與蓋板13其材質本身抗壓力 _ 的限制’使該蓋板13無法承受過重的荷重，導致該蓋板13中 央向下凹陷，造成混凝土鋪設時無法平整，另需耗費大量人力、 時間及費用修補；然而制角板n之水平支#面也因荷重過重 而向下傾斜，造成該蓋板13與内角板n間產生縫隙，而使混 凝土流入，因此當施工完成後該内角板n將會拆卸困難。 綜合以上原因，使得習用的格子樑施工模組1〇仍存在有改 良之空間，本創作人有鑑於此，乃苦思細索，積極研究，加以 财10087 夕年從事相關產品研發之經驗，並經不斷試驗及改良終於發 展出本創作。 【新型内容】 本創作之主要目的係提供一種格子樑施工模組，其係可拆 卸組裝且增加模板整體結構之強度。 為達上述之目的及功效，本創作格子樑施工模組，包括數 個由玻璃纖維所鑄造而成之内角板、數個將該内角板連結固定 之扣夾’以及一封蓋於内角板上之蓋板；該内角板的接合面具 有數個可相接合之插置孔，該插置孔係'可供該扣夾穿設炎固，M410087 V. New description: [New technical field] This creation is about a lattice beam construction module, especially a modular lattice beam construction module that can be disassembled and assembled to increase the overall structural strength of the template. [Prior Art] As shown in Fig. 1 and Fig. 2, a conventional three-dimensional combination diagram B and a sectional view of a lattice beam construction module, the conventional lattice beam construction module 10, including a plurality of glass fiber castings The inner corner plate 11, the plurality of clips 12 for fastening the inner corner plate ii, and a cover plate 13 covering the inner corner plate n; the joint surface of the inner corner plate has a plurality of engageable inserts a hole 14 is formed for the clip 12 to be clamped, so that the inner corner plates are fixedly connected to each other; the upper edge of the inner corner plate 11 is formed with a retaining edge 15 , the retaining edge A lower horizontal end supports a horizontal support surface for the cover plate 13; the top of the cover plate 13 has a plurality of circular tubes 16 extending upward; when the lattice beam construction module 1 is under construction, the cover plate 13 will bear the construction phase • The weight of the cleaning supplies, because the inner gusset 11 and the cover plate 13 are resistant to the pressure _, the cover plate 13 cannot bear the excessive load, causing the center of the cover plate 13 to sag downward, which makes it impossible to lay the concrete. Leveling, it takes a lot of manpower, time and expense to repair; # N horizontal support panel due to the load of the heavy and also downward, causing the cover plate 13 with a gap between the interior angle plate n, the concrete flows, so that when the construction is completed the interior angle plate will be difficult to remove n. Based on the above reasons, there is still room for improvement in the conventional lattice beam construction module. In view of this, the creator has been diligently researching and actively researching and investing in the research and development of related products for the year of 10087. After continuous experimentation and improvement, the author finally developed this creation. [New content] The main purpose of this creation is to provide a lattice beam construction module that is detachable and assembled and increases the strength of the overall structure of the template. In order to achieve the above purpose and effect, the inventive lattice beam construction module comprises a plurality of inner gussets cast from glass fibers, a plurality of buckles for fastening the inner gussets, and a cover on the inner corner plate. a cover plate; the joint surface of the inner gusset has a plurality of engageable insertion holes, and the insertion hole is configured to allow the buckle to be sturdy,
而產生縫隙，有效提高本創作整體荷重能力。 的，所採用之技術手段、元件及 並配合相關圖式詳細說明如The gap is created, which effectively improves the overall load capacity of the creation. , the technical means, components and detailed descriptions of the relevant drawings
其功效兹採一較佳實施例， M410087 【實施方式】 請參閱圖三及圓四所示，係為本創作之立體分解圖及立體 組合圖，本創作格子樑駐模組2G，其包括數個由玻璃纖維所 鑄造而成之内角板21，數個將該内角板21連結固定之扣夾U， 以及-封蓋於内角板21上之蓋板23;該内角心的接合面具 有數個可相接合之插置孔24’該插置孔24係可藉由扣夾”將The function is taken as a preferred embodiment, M410087 [Embodiment] Please refer to FIG. 3 and the circle 4, which is a three-dimensional exploded view and a three-dimensional combination diagram of the creation, the created lattice beam resident module 2G, which includes several An inner gusset 21 cast from glass fiber, a plurality of clips U for fastening the inner gusset 21, and a cover 23 covering the inner gusset 21; the joint faces of the inner corners have a plurality of Interposable insertion hole 24', the insertion hole 24 can be
内角板21彼此穿設夾固，該内角板21上緣成型具有一擔緣J 該播緣25下端延伸一水平支撐面％，該水平支撐面％可供該 蓋板23放置；該内角板21兩側端邊的水平支樓面^設有—凹 部2 7，當該内角板2 i藉由扣失2 2連結固定後’該凹部u將相 鄰併靠形成一容置空間;該蓋板23頂部具有向上延伸之多數圓 管28,該蓋板23底部具有十字補強肋29，係可裝設於該内角 板之容置空間中，該十字補強肋29主要係增加該蓋㈣之 抗壓強度。 如圖五及圖六所示，係為本創作圖四中沿Μ及“線所 作之畊面圖，當本創作於施工時 才茨皿板23之十字補強肋29 h於該内角板21之容置空間 ，、日啷丄> tJ 双“承又施工所需之 --破土、施工機具、施工人員等荷重 Λ°亥盖板23大部分所承 叉的何重將藉由該内角板21周 , ^ ν ^〜置空間所支撺，而該蓋板 2 3小^刀所承受的荷重則由該内角板2 * ^ <水平支撐面2 6所承 欠，藉此分散該蓋板23荷重過於隼中 碭，使得該内角板21 之水千支…不會再向下傾斜’而且該蓋心因具有十字 5 M410087 補強肋29增加抗壓強度，因此當蓋板23承受施工所需荷重時， 不因荷重過重而向下凹陷，有效提高本創作整體荷重能力。 請參閱圖七至圖九所示，係為本創作另一實施例之立體分 解圖、立體圖及斷面圖，本創作格子樑施工模組3 〇另一實施例， 包括數個由玻璃纖維所鑄造而成之内角板31，數個連結於内角 板31之連接板32、數個將内角板31與連接 33,以™内角板31上之蓋板34;該内角板^^ 板32之接合面具有數個可相接合之插置孔35，該插置孔％係 可供該扣夾33穿設夾固；該内角板31上緣成型具有—擋緣 該擋緣36下端延伸-水平支樓面37，該水平支樓面37可供該 盖板34放置；該連接板32的水平支撐面37高度低於該内角板 31之水平支撐面37高度，因此當該内角板31藉由扣夾33與連 接板32連結固定，該内角& 31與連接板32將相㈣靠形成― 容置空間；該蓋板34頂部具有向上延伸之多數圓管Μ，該蓋板 34底部具有十字補強肋39，係可增加 ^ it』B加4盍板34之抗壓強度， 使該蓋板34不因荷重過重而向下凹陷；該十字補強肋則裝 設於容置空間中，藉此分散該蓋板34荷重過於集中在該内角板 之水平支撐面37,使該内角板31之水平支樓面π不會向下 傾斜。 以上說明書所揭示僅為針對本創作較佳之可行實施例說 明而已’惟該實施例並非用以限定本創作之申請專利範圍亦 即其它未脫離本創作所揭示之技藝精神下所完成之均等變化’ 均應包含於本創作之申請專利範圍中。 6 M410087 【圖式簡單說明】 圖一為習知格子樑施工模組之立體圖； 圖一為習知格子樑施工模組施工後之斷面圓； 圖三為本創作格子樑施工模組之立體分解圖； 圖四為本創作格子樑施工模組之立體組合圖； 圖五為圖四中沿5-5線所作之斷面圖； 圖六為圖四中沿6-6線所作之斷面圖； 圖七為本創作格子樑施工模組第二實施例之立體分解圖； 圖八為本創作格子樑施工模組第二實施例之立體組合圖， 圖九為圖八中沿9-9線所作之斷面圖。 【主要元件符號說明】 10格子樑施工模組 11内角板 12扣夾 13蓋板 14插置孔 15擋緣 16圓管 20格子標施工模组 21内角板 22扣夾 23蓋板 24插置孔 25擋緣 26水平支撐面 27凹部 28圓管 29補強肋 3 0格子樑施工模組 3 1内角板 32連接板 33扣失 M410087 34蓋板 35插置孔 36擋緣 37水平支撐面 38圓管 39補強肋The inner gussets 21 are bored with each other, and the upper edge of the inner gusset 21 is formed with a rib J. The lower end of the rim 25 extends a horizontal support surface %, and the horizontal support surface % can be placed by the cover 23; the inner gusset 21 The horizontal support floor of the two sides is provided with a recess 2, and when the inner gusset 2 i is fixed by the buckle 2 2, the recess u will be adjacent to each other to form an accommodating space; The top of the cover plate 23 has a plurality of round pipes 28 extending upwardly. The bottom of the cover plate 23 has a cross reinforcing rib 29 which can be installed in the accommodating space of the inner gusset. The cross reinforcing rib 29 mainly increases the pressure resistance of the cover (4). strength. As shown in Figure 5 and Figure 6, this is the view of the cultivating surface along the line and the line. When the creation was created, the cross reinforcing rib 29 of the plate 23 was placed on the inner gusset 21容 空间 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 At 21 weeks, ^ ν ^ ~ space is supported, and the load on the cover 2 3 small knife is owed by the inner gusset 2 * ^ < horizontal support surface 26, thereby dispersing the cover The load of the plate 23 is too high, so that the water of the inner gusset 21 is not tilted downwards further... and the cover has a compressive strength due to the cross 5 M410087 reinforcing rib 29, so when the cover 23 is subjected to the construction site When the load is required, it does not sink downward due to excessive load, which effectively improves the overall load capacity of the creation. Please refer to FIG. 7 to FIG. 9 , which are perspective exploded views, perspective views and cross-sectional views of another embodiment of the present invention. Another embodiment of the inventive lattice beam construction module 3 includes several glass fibers. The cast inner corner plate 31, the plurality of connecting plates 32 connected to the inner corner plate 31, the plurality of inner corner plates 31 and the connecting 33, and the cover plate 34 on the TM inner corner plate 31; the inner corner plate board 32 joint The surface has a plurality of interposing insertion holes 35, wherein the insertion holes are provided for the clip 33 to be clamped; the upper edge of the inner gusset 31 is formed with a retaining edge and the lower end of the retaining edge 36 extends horizontally The floor 37, the horizontal support floor 37 is placed for the cover 34; the height of the horizontal support surface 37 of the connecting plate 32 is lower than the height of the horizontal support surface 37 of the inner gusset 31, so when the inner gusset 31 is buckled The clip 33 is fixedly coupled to the connecting plate 32. The inner corner & 31 and the connecting plate 32 form a accommodating space by the phase (4); the top of the cover 34 has a plurality of round tubes extending upward, and the bottom of the cover 34 has a cross reinforcing The rib 39 can increase the compressive strength of the itB and the 4 盍 34, so that the cover 34 is not overloaded. The recessed rib is installed in the accommodating space, so that the load of the cover plate 34 is dispersed too much on the horizontal support surface 37 of the inner gusset, so that the horizontal support floor π of the inner gusset 31 does not Tilt down. The above description is only for the purpose of illustrating the preferred embodiments of the present invention. It is intended that the present invention is not intended to limit the scope of the present invention. All should be included in the scope of the patent application of this creation. 6 M410087 [Simple description of the diagram] Figure 1 is a perspective view of a conventional lattice beam construction module; Figure 1 is a cross-sectional circle after the construction of a conventional lattice beam construction module; Exploded view; Figure 4 is a three-dimensional combination of the grid model construction of the creation; Figure 5 is a cross-sectional view taken along line 5-5 in Figure 4; Figure 6 is a section taken along line 6-6 in Figure 4. Figure 7 is a perspective exploded view of the second embodiment of the creative lattice beam construction module; Figure 8 is a three-dimensional combination diagram of the second embodiment of the creation lattice beam construction module, and Figure 9 is the 9-9 along the figure 8 A section of the line. [Main component symbol description] 10 lattice beam construction module 11 inner corner plate 12 buckle clamp 13 cover plate 14 insertion hole 15 retaining edge 16 round pipe 20 lattice standard construction module 21 inner angle plate 22 buckle clamp 23 cover plate 24 insertion hole 25 retaining edge 26 horizontal support surface 27 concave portion 28 round tube 29 reinforcing rib 3 0 lattice beam construction module 3 1 inner gusset 32 connecting plate 33 buckled M410087 34 cover plate 35 insertion hole 36 retaining edge 37 horizontal support surface 38 round tube 39 reinforcing ribs