M428973 五、新型說明： 【新型所屬之技術領域】 本新型是有關於一種用於建築物的結構體，特別是一 種免拆模的建築結構。 【先前技術】 國内的建築物結構體其中一種是採用鋼筋混凝土構造 ，在施工時，鋼筋部分可在施工現場外預先做好材料之規 格加工然後運送到現場以後配合重機械作業，然而板模 #刀，不但無法在現場外預先做規格加工，現場也無法配 合重機械作業，因而需要投入大量人力；且易受作業人員 良莠不齊的原因，導致產生許多施工問題，例如：增加模 板材料拆損率、爆模、模板歪斜嚴重使施工期延長等等。 另外，在土木水溝工程中，一個内徑8〇公分的水溝， 其挖方泥土就需大於兩倍水溝寬的數量，接著組水溝外的 溝牆、紮鋼筋、組立溝内兩邊牆模、灌漿、等混凝土達一 疋強度、拆模、然後組鋪溝蓋模、紮溝蓋鋼筋、灌聚，最 後才回填水溝兩側挖出的泥土，如此長的施工時間，如果 功間遇大雨則會成為大水坑，用路人的冑全將會a 到衫響，並且將延長完工的時間。 【新型内容】 因此，本新型之目的，即在提供一種免拆模的建築結 —面板、 於是，本新型一種免拆模的建築結構包含 二網狀體及多數根可彎曲的連接條。 3 M428973 該面板，具有多數個溢泥部。 該二網狀體，間隔圍繞出一灌漿空間，令其中一網狀 體固定於該面板，且每一網狀體均包括多數根併排的縱白 補強筋與多數根併排的橫向補強筋，所述的縱向補強筋座 橫向補強筋互相縱橫的每一連接處形成有一節點，同時， 令其中一網狀體的每一縱向補強筋與另一網狀體相對應的 縱向補強筋錯位排列；及 每一連接條呈蛇形狀態連接所述的兩網狀體，並利用 該等連接條的連接，而使每一節點和另一網狀體對應該節 點的最接近二節點連接，同時，令每一節點均可被至少二 不同走向的連接條固接。 此外，也可以令其中一網狀體的每一橫向補強筋與另 一網狀體相對應的橫向補強筋錯位排列，但不管其中一網 狀體的每一縱向補強筋是否與另一網狀體相對應的縱向補 強筋錯位排列；又或者，除了令其中一網狀體的每一縱向 補強筋與另一網狀體相對應的縱向補強筋錯位排列，更令 其中一網狀體的每一橫向補強筋與另一網狀體相對應的橫 向補強筋錯位排列。 針對不同的建築結構用途，例如：牆等，所述之免拆 模的建築結構還包含另一面板，使另一未固定於所述面板 之網狀體固定於該面板上。 較佳地，每一面板均具有一面板本體且每一溢泥部 具有一貫穿該面板本體的溢泥孔、一自該面板本體遠離該 灌漿空間延伸的懸片’及一垂直地自該懸片延伸並面向該 4 M428973 溢泥孔的擋泥片。 較佳地，該面板還具有多數個凹陷形成於該面板本體 的縱向固定槽，及多數個形成於該面板本體的橫向固定部 ，每一縱向固定槽供一縱向補強筋穿伸定位，每一橫向固 定部具有一橫向開口，及多數個分別連接該橫向開口相對 應兩邊的固定壁，且每一橫向固定部供一橫向補強筋穿伸 定位。M428973 V. New description: [New technical field] The present invention relates to a structure for a building, in particular to a building structure free of demoulding. [Prior Art] One of the domestic building structures is made of reinforced concrete. During construction, the steel part can be pre-prepared and processed in the construction site and then transported to the site to work with heavy machinery. #刀, not only can not be pre-processed outside the field, the site can not cooperate with heavy machinery, so it requires a lot of manpower; and the reasons for the unevenness of the workers, resulting in many construction problems, such as: increase the rate of template material teardown The explosion mode, the skew of the formwork are severe, and the construction period is extended. In addition, in the civil engineering ditch project, a ditch with an inner diameter of 8 cm can be used to excavate more than twice the width of the ditch, and then the ditch wall outside the ditch, the reinforcing bar, and the two walls inside the ditch. Mould, grouting, and other concrete up to a strength, demoulding, then paving the trench cover mold, grooving cover steel, irrigation, and finally backfilling the soil dug on both sides of the ditch, such a long construction time, if the encounter Heavy rain will become a big puddle, and the passers-by will be a to the shirt, and will extend the time of completion. [New content] Therefore, the object of the present invention is to provide a building-free panel that is free of demoulding. Thus, the novel structure of the present invention includes a two-mesh body and a plurality of flexible connecting strips. 3 M428973 This panel has a lot of overflowing parts. The two mesh bodies are spaced around a grouting space, and one of the mesh bodies is fixed to the panel, and each of the mesh bodies includes a plurality of longitudinal white reinforcing reinforcing bars and a plurality of lateral reinforcing reinforcing bars arranged side by side. The longitudinal reinforcing ribs of the longitudinal reinforcing ribs form a joint at each joint of the longitudinal and transverse ribs, and at the same time, the longitudinal reinforcing ribs corresponding to the other reticular body of one of the mesh bodies are misaligned; and Each connecting strip connects the two mesh bodies in a serpentine state, and utilizes the connection of the connecting bars, so that each node and another mesh body correspond to the closest two nodes of the node, and at the same time, Each node can be fixed by at least two differently oriented connecting strips. In addition, each lateral reinforcing rib of one of the mesh bodies may be misaligned with the transverse reinforcing rib corresponding to the other mesh body, but whether or not each longitudinal reinforcing rib of one of the mesh bodies is combined with another mesh The longitudinal reinforcing ribs corresponding to the body are misaligned; or, in addition, the longitudinal reinforcing ribs corresponding to each of the longitudinal reinforcing ribs of one of the mesh bodies are misaligned with the other reticular body, and each of the mesh bodies is arranged A transverse reinforcing rib is arranged in a misalignment of the transverse reinforcing rib corresponding to the other mesh body. For different building structure uses, such as walls, etc., the demolished building structure also includes another panel to which another mesh body that is not fixed to the panel is secured. Preferably, each panel has a panel body and each overflow portion has a spill hole extending through the panel body, a suspension piece extending from the panel body away from the grouting space, and a vertical suspension from the panel The piece extends and faces the 4 M428973 mud sluice. Preferably, the panel further has a plurality of longitudinal fixing grooves formed in the panel body, and a plurality of lateral fixing portions formed on the panel body, each longitudinal fixing groove is provided with a longitudinal reinforcing rib for positioning, each The lateral fixing portion has a lateral opening, and a plurality of fixing walls respectively connecting the two opposite sides of the lateral opening, and each of the lateral fixing portions is provided for a lateral reinforcing rib to be positioned.
較佳地，固接於每一節點上的兩連接條，該二連接條 是對稱地固接於所述之橫向補強筋。 因此，本新型之功效在於：利用面板取代了木板模， 並配合網狀體與連接條，使免拆模的建築結構不再需要花 時間再搭建木板模。 【實施方式】 有關本新型之前述及其他技術内容、特點與功效，在 以下配合參考圖式之四個較佳實施例的詳細說明中，將可 清楚的呈現。Preferably, two connecting strips are fixed on each node, and the two connecting strips are symmetrically fixed to the lateral reinforcing ribs. Therefore, the effect of the novel is that the panel is replaced by a panel, and the mesh body and the connecting strip are matched, so that the building structure of the mold-free mold no longer takes time to build the wood mold. The above and other technical contents, features and effects of the present invention will be apparent from the following detailed description of the preferred embodiments of the drawings.
在本新型被詳細描述之前，要注意的是，在以下的 明内谷中’類似的元件是以相同的編號來表示。 ，閱圖1與目2,本新型免拆模的建築結構的第一較> 實施7 用於具有主筋2的牆，但實際上需不需用主筋 斤需的牆體強度。該第一較佳實施例為-雙… 二脾t兀U包含：二具有多數個溢泥部31的面板3、二$ 及多數根可彎 ，^ 間隔圍繞$ 1 ^ 連接條且魏體4與網狀體 灌漿二間5，使主筋2位於灌漿空間5内。 5 一網狀體4分別固定於一面板3，且每一網狀體4均包 括多數根併排的縱向補強筋41，與多數根併排的橫向補強 筋42’且縱向補強筋41與橫向補強筋42互相縱橫連接形 成有許多節點43，並在每一節點43處點焊縱向補強筋41 與橫向補強筋42，令其中一網狀體4的每一縱向補強筋41 與另一網狀體4相對應的縱向補強筋41錯位排列，及其中 一網狀體4的每一橫向補強筋42與另一網狀體4相對應的 橫向補強筋.42錯位排列。具體而言，縱向補強筋41與橫 向補強筋42為直徑0.6公分的鋼筋，每一網狀體4的縱向 補強筋41之間的間隔為1〇公分，橫向補強筋42之間的間 隔也為10公分。 母一連接條6呈蛇形連接兩網狀體4，使每一節點43 和另一網狀體4與該節點43相鄰的二節點43連接，且每 一連接條6繞過節點43再固接於該節點43上，同時令二 不同走向的連接條6固接於每一節點43，該走向是如圖4 所示地朝兩個不同的斜向纏繞，且二不同走向的連接條6 是對稱地固接於所述之橫向補強筋42，即使雙面板結構單 疋Π形成如同衍樑一般的結構。具體而言，連接條6是直 徑0.3公分的鋼筋。 面板3還具有一面板本體32、多數個節點開口 33、多Before the present invention is described in detail, it is to be noted that the same elements are denoted by the same reference numerals in the following. Referring to Figures 1 and 2, the first comparison of the building structure of the present invention is for a wall having a main rib 2, but in practice it is not necessary to use the strength of the wall required for the main rib. The first preferred embodiment is - double... The two spleen t兀U comprises: two panels 3 having a plurality of overflowing portions 31, two $ and a plurality of roots bendable, ^ spaced around the $1^ connecting strip and the Wei body 4 The second rib 2 is filled with the mesh body so that the main rib 2 is located in the grouting space 5. 5 A mesh body 4 is respectively fixed to a panel 3, and each mesh body 4 includes a plurality of longitudinal reinforcing ribs 41 side by side, lateral reinforcing ribs 42' along with a plurality of roots, and longitudinal reinforcing ribs 41 and lateral reinforcing ribs 42 are vertically and horizontally connected to each other to form a plurality of nodes 43 and spot weld longitudinal reinforcing ribs 41 and lateral reinforcing ribs 42 at each of the nodes 43 so that each longitudinal reinforcing rib 41 of one of the mesh bodies 4 and the other of the mesh bodies 4 The corresponding longitudinal reinforcing ribs 41 are arranged in a misaligned manner, and each of the transverse reinforcing ribs 42 of one of the mesh bodies 4 is arranged in a misalignment with the transverse reinforcing ribs 42 of the other mesh body 4. Specifically, the longitudinal reinforcing ribs 41 and the lateral reinforcing ribs 42 are steel bars having a diameter of 0.6 cm, and the interval between the longitudinal reinforcing ribs 41 of each of the mesh bodies 4 is 1 〇 cm, and the interval between the lateral reinforcing ribs 42 is also 10 cm. The female-connecting strip 6 is serpentinely connected to the two mesh bodies 4 such that each node 43 and the other mesh body 4 are connected to the two nodes 43 adjacent to the node 43, and each connecting strip 6 bypasses the node 43. It is fixed to the node 43 and at the same time, the two different running connecting strips 6 are fixed to each of the nodes 43. The running direction is wound in two different oblique directions as shown in FIG. 4, and two different running connecting strips are arranged. 6 is symmetrically fixed to the lateral reinforcing ribs 42, even if the double-panel structure is formed into a single beam-like structure. Specifically, the connecting strip 6 is a steel bar having a diameter of 0.3 cm. The panel 3 also has a panel body 32, a plurality of node openings 33, and more
貫穿面板本體32的溢泥孔311、一 迄於母一節點43處’提供 43。每一溢泥部31具有一 ~自面板本體32遠離灌漿 M428973 空間5延伸的懸片312，及一垂直地自懸片312延伸以面向 ' 溢泥孔311的擋泥片313 ;此處要特別說明的是：為了圖面 簡潔及方便說明，所以圖式中設置的溢泥部31數目僅為示 意，實際在實施時，會在由縱向補強筋41與橫向補強筋42 所圍繞的每個區域内設置有十六個溢泥部31，也就是說每 十平方公分内有十六個溢泥部31。每一縱向固定槽34由面 板本體32朝灌漿空間5凹陷形成，且供一縱向補強筋41 穿伸固定。每一橫向固定部35具有一橫向開口 351，及多 • 數個固定壁352，每一固定壁352兩端分別連接橫向開口 351的兩邊’並供一橫向補強筋42穿伸固定。而且面板3 可以利用回收的廢棄薄鋼板、空罐或者油桶製成。 參閱圖3與圖4，進一步說明每一連接條6的走向。固 接於每一節點43的兩連接條6，其中一連接條6焊接於縱 向補強筋41，一連接條6焊接於橫向補強筋42，並且焊接 於縱向補強筋41的連接條6，在如圖4所示的橫切面，以 蛇形來回纏繞於兩網狀體4間；焊接於橫向補強筋42的連 ^ 接條6 ’則如圖1所示的縱切面，在兩網狀體4間呈蛇形來 回纏繞。 參閱圖5’纟第-較佳實施例不需要在工地現場製作， 可以預先在工地現場外製作完成，然後運到工地現場再配 合重機械吊車安裝，接著也不需要安裝板模，即可以直接 灌漿，並在灌聚的同時將從溢泥孔311(見圖2)流出的水泥 砂榮以擋W 313為基準面抹平，即達到整體粉光之作用 ’這樣的㈣比先前技術切，因^用等到混凝土養成 7 以後才做水泥砂漿粉光；此外，完工以後所有的元件都將 成為主結構體的一部分。 參閱圖6 ’本新型的第二較佳實施例適用於水溝，其包 含兩間隔排列的雙面板結構單元11 ’但是位於内側的兩面 板3高度小於外侧的兩面板3 ;本第二較佳實施例還包含一 組縱切面呈U形的主筋2及一層塑膠布7,主筋2包括兩互 相平行的垂直段21，及一連接兩垂直段21的水平段22, 兩雙面板結構單元11各設置於一垂直段21上，使垂直段 21位於灌漿空間5内；塑膠布7包覆於兩外侧面板3及水 平段22外。如同第一較佳實施例，第二較佳實施例也可以 在工地現場外預先製作，另外值得一提的是，因為在施工 時不需要用到木板模，以及先前技術需要於水溝内外都架 起支撐物，而只需要支撐件8頂抵於兩雙面板結構單元u 之間’所以不需要像先前技術一個8〇公分寬的水溝，施工 時要挖出約水溝本體兩倍大的土溝，本第二較佳實施例則 約只需要多8~1〇公分的空隙。將本第二較佳實施例放入土 溝内固疋後，即對空隙一面灌沙一面灌水，使細沙紮實。 參閱圖7，本第二較佳實施例在灌漿同時，用乾的水泥 沙撒往内側的兩面板3，使從内側兩面板3溢出的泥漿能快 速吸乾而粉光；而從外側兩面板3溢出的泥漿，則因為塑 膠布7的包覆也自然達到粉光的效果，形成雙重的保護層 。另外，也可以選擇不在兩外側的面板3設置溢泥部31， 也就是說兩外側的面板3不具有溢泥部31。 參閱圖8,本新型的第三較佳實施例適用於樓板其包 M428973 含-單面板結構單元12,單面板結構單元12的組件與雙面 板結構單s η大致相同，其差異僅在於：―雙面板結構單 兀11具有兩個面板3,而-單面板結構單元12只具有—個 面板3，也就是其中-網狀體4未與面板3固接。且在本第 三較佳實施例的實際應用中，該未固定於面板3的網狀體4 ’將直接制原本用於樓板的配筋來作為該網狀體4。 參_ 9’本新型的第四較佳實施例適用於具有主筋2The overflow hole 311 penetrating through the panel body 32 is supplied 43 at the parent node 43. Each overflow portion 31 has a suspension piece 312 extending from the panel body 32 away from the grout M428973 space 5, and a mud 313 extending perpendicularly from the suspension piece 312 to face the overflow hole 311; It is to be noted that, for the sake of simplicity and convenience of description, the number of the overflowing portions 31 provided in the drawings is merely illustrative, and in actual implementation, each region surrounded by the longitudinal reinforcing ribs 41 and the lateral reinforcing ribs 42 will be used. Sixteen overflowing portions 31 are provided therein, that is, there are sixteen overflowing portions 31 per ten square centimeters. Each longitudinal fixing groove 34 is formed by the panel body 32 recessed toward the grouting space 5, and a longitudinal reinforcing rib 41 is stretched and fixed. Each of the lateral fixing portions 35 has a lateral opening 351 and a plurality of fixing walls 352. The two ends of each of the fixing walls 352 are respectively connected to the two sides of the lateral opening 351 and are provided for extending and fixing a lateral reinforcing rib 42. Moreover, the panel 3 can be made of recycled waste steel sheets, empty cans or oil drums. Referring to Figures 3 and 4, the orientation of each of the tie bars 6 is further illustrated. Two connecting strips 6 fixed to each of the nodes 43, one of the connecting strips 6 is welded to the longitudinal reinforcing ribs 41, one of the connecting strips 6 is welded to the transverse reinforcing ribs 42, and is welded to the connecting strips 6 of the longitudinal reinforcing ribs 41, such as The cross section shown in Fig. 4 is wound back and forth between the two mesh bodies 4 in a serpentine shape; the connecting strips 6' welded to the lateral reinforcing ribs 42 are as shown in the longitudinal section of Fig. 1, in the two mesh bodies 4 The snake is twisted back and forth. Referring to Figure 5, the first preferred embodiment does not need to be produced on site, and can be pre-made on site outside the site, and then transported to the site site to be installed with the heavy mechanical crane, and then without the need to install the formwork, Grouting, and at the same time of filling, the cement sand flowing out from the overflow hole 311 (see Fig. 2) is smoothed with the W 313 as the reference surface, that is, the effect of the overall powder light is achieved. It is only necessary to wait until the concrete is grown 7 to make the cement mortar powder; in addition, all components will become part of the main structure after completion. Referring to Fig. 6 'the second preferred embodiment of the present invention is applicable to a ditch, which comprises two spaced-apart double-panel structural units 11' but the two panels 3 on the inner side are lower in height than the outer two panels 3; The embodiment further comprises a set of main ribs 2 having a U-shaped longitudinal section and a plastic sheet 7, the main rib 2 comprising two parallel vertical sections 21, and a horizontal section 22 connecting the two vertical sections 21, the two double-panel structural units 11 The vertical section 21 is disposed in the grouting space 5; the plastic cloth 7 is wrapped around the outer side panel 3 and the horizontal section 22. As with the first preferred embodiment, the second preferred embodiment can also be prefabricated outside the site, and it is worth mentioning that because the wood mold is not required during construction, and the prior art needs to be inside and outside the ditch. The support is erected, and only the support member 8 is required to abut against the two double-panel structural units u. Therefore, there is no need for a trench of 8 〇 cm wide as in the prior art, and it is necessary to dig up about twice as large as the trench body during construction. The soil trench, the second preferred embodiment, requires only about 8 to 1 cm of space. After the second preferred embodiment is placed in the soil ditch, the water is filled with sand on one side of the gap to make the fine sand solid. Referring to Fig. 7, in the second preferred embodiment, while the grouting is being carried out, the dry cement sand is sprayed to the inner two panels 3, so that the mud overflowing from the inner two panels 3 can be quickly sucked and powdered; The mud overflowing from the panel 3 naturally forms a double protective layer because the coating of the plastic cloth 7 naturally reaches the powdering effect. Further, it is also possible to select the overflow portion 31 not provided on the panels 3 on both outer sides, that is, the panels 3 on both outer sides do not have the overflow portion 31. Referring to Fig. 8, the third preferred embodiment of the present invention is applied to a floor slab M428973 including a single panel structural unit 12. The components of the single panel structural unit 12 are substantially the same as the double slab structure s η, and the difference is only: The double-panel structure unit 11 has two panels 3, and the single-panel structure unit 12 has only one panel 3, that is, wherein the mesh body 4 is not fixed to the panel 3. Further, in the practical application of the third preferred embodiment, the mesh body 4' not fixed to the panel 3 will directly serve as the mesh body 4 for the reinforcement originally used for the floor panel. The fourth preferred embodiment of the present invention is applicable to having a main rib 2
與箍筋9的柱，且主筋2與箱筋9將構成-橫切面呈方形 的結構體；另外，此處須注意的是圖9為了使圖面簡潔且 方便說明，賓略了-些細部的元件結構如果需要看清楚 細=的元件結構可參考圖丨。本第四較佳實施例包含四圍繞 主筋2與箍筋9的單面板結構單& 12，每—單面板結構單 凡U之未固接於面板3的網狀體4，將分別固接於主筋2 與箍筋9所組成的方形結構體一面，且固接於面板3的網 狀體4之寬大於未固接於面板3的網狀體、之寬。同樣地With the column of the stirrup 9, and the main rib 2 and the box rib 9 will constitute a structure with a cross-sectional side of the square; in addition, it should be noted here that in order to make the drawing simple and convenient, the object is slightly detailed. If you need to see the component structure clearly, please refer to Figure 丨. The fourth preferred embodiment comprises a single-panel structure single & 12 surrounding the main rib 2 and the stirrup 9 . Each of the single-panel structures is unattached to the mesh body 4 of the panel 3 and will be respectively fixed. On the side of the square structure composed of the main rib 2 and the stirrup 9, the width of the mesh body 4 fixed to the panel 3 is larger than the width of the mesh body not fixed to the panel 3. Similarly
’也可將單面板結構單元12應用於樑，除了樑與柱配筋上 的根，差異外’主要在於樑是縱切面u字形的三面結構， 而柱是橫切面方形的四面結構，所以樑只需要用到三個單 面板結構單元12。 本新型的各較佳實施例，皆按建築法規實施，且在第 -較佳實施例_，因為網狀體4的縱向補強筋41與橫向補 筋42排列相當緊密，所以當先前技術的牆需用到兩層以 上的主筋2時，應用本第一較佳實施例後，網狀體*會為 田帶來額外的強度，可以減少一層主筋2的用量，而不會 9 M428973 減少整體的強度’也就是說可以將原先前技術要用到的一 層主筋2材料，轉而用為網狀體4的材料。 綜上所述’本新型使建造牆、水溝、樑柱、樓板，不 再需要傳統施工時用到的木板模，因而不需用到木板模工 ’所以相較於傳統人力上的應用，將會大大的減少，並且 大部份的建築結構皆可預先在施工現場外完成，再加上不 再需要架木板模、拆木板模、等待混凝土養成後的整體粉 光專#傳統需木板模的施工方式，將會較傳統完工的日期 ’故確實能達成本新型之目的。 惟以上所述者’僅為本新型之較佳實施例而已，當不 能以此限定本新型實施之範圍，即大凡依本新型申請專利 範圍及新型說明内容所作之簡單的等效變化與修飾，皆仍 屬本新型專利涵蓋之範圍内。 【圖式簡單說明】 圖1是縱剖面圖，說明本新型免拆模的建築結構的第 —較佳實施例； 圖2是局部放大圖，說明該第一較佳實施例的—面板 與一網狀體； 圖3是類似於圖2之視圖； 圖4是該第一較佳實施例的橫剖面圖； 圖5是該第—較佳實施例灌漿後的橫剖面圖； 圖6是本新型之第二較佳實施例的縱剖面圖； 圖7是該第二較佳實施例灌漿後的縱剖面圖； 圖8是本新型之第三較佳實施例的縱剖面圖；及 10 M428973 圖9是本新型之第四較佳實施例的橫剖面圖。'The single-panel structural unit 12 can also be applied to the beam, except for the root on the beam-column reinforcement. The difference is mainly because the beam is a three-sided structure of the longitudinal section u-shaped, and the column is a four-sided structure of the transverse section square, so the beam Only three single-panel structural units 12 are required. The preferred embodiments of the present invention are implemented in accordance with building regulations, and in the first preferred embodiment, because the longitudinal reinforcing ribs 41 of the mesh body 4 are aligned relatively closely with the lateral reinforcing ribs 42, so that the prior art wall When two or more main ribs 2 are required, after applying the first preferred embodiment, the mesh body* will bring additional strength to the field, and the amount of the main rib 2 can be reduced, without reducing the overall amount of 9 M428973. The strength 'that is, the material of the main rib 2 which is used in the prior art can be used instead of the material of the mesh body 4. In summary, the new type makes it possible to build walls, gutters, beams and slabs, and slabs, eliminating the need for wood molds used in traditional construction, and thus eliminating the need for wood molds, so compared to traditional manpower applications, It will be greatly reduced, and most of the building structures can be completed in advance outside the construction site, plus the overall need for wood-frame molding, demolition of wood molds, and waiting for concrete to be formed. The construction method will be more than the traditional completion date, so it can achieve the purpose of this new type. However, the above description is only a preferred embodiment of the present invention, and is not intended to limit the scope of the present invention, that is, the simple equivalent changes and modifications made by the novel application scope and the novel description. All remain within the scope of this new patent. BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a longitudinal sectional view showing a first preferred embodiment of the construction structure of the present invention; FIG. 2 is a partially enlarged view showing the panel and the first preferred embodiment. 3 is a view similar to FIG. 2; FIG. 4 is a cross-sectional view of the first preferred embodiment; FIG. 5 is a cross-sectional view of the first preferred embodiment after grouting; BRIEF DESCRIPTION OF THE DRAWINGS FIG. 7 is a longitudinal sectional view of the second preferred embodiment after grouting; FIG. 8 is a longitudinal sectional view of a third preferred embodiment of the present invention; and 10 M428973 Figure 9 is a cross-sectional view of a fourth preferred embodiment of the present invention.
11 M428973 【主要元件符號說明】 11 雙面板結構單元 35 橫向固定部 12 單面板結構單元 351 橫向開口 2 主筋 352 固定壁 21 垂直段 4 網狀體 22 水平段 41 縱向補強筋 3 面板 42 橫向補強筋 31 溢泥部 43 節點 311 溢泥孔 5 灌漿空間 312 懸片 6 連接條 313 擋泥片 7 塑膠布 32 面板本體 8 支撐件 33 節點開口 9 箍筋 34 縱向固定槽 1211 M428973 [Description of main components] 11 Double-panel structural unit 35 Transverse fixing part 12 Single-panel structural unit 351 Transverse opening 2 Main rib 352 Fixed wall 21 Vertical section 4 Mesh body 22 Horizontal section 41 Longitudinal reinforcing rib 3 Panel 42 Lateral reinforcing rib 31 Overflow part 43 Node 311 Overflow hole 5 Grouting space 312 Suspension piece 6 Connecting strip 313 Slimming piece 7 Plastic cloth 32 Panel body 8 Supporting piece 33 Joint opening 9 Stirrup 34 Vertical fixing groove 12