TW200417663A - Steel plate composite and construction method therefor - Google Patents
Steel plate composite and construction method therefor Download PDFInfo
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- TW200417663A TW200417663A TW92104748A TW92104748A TW200417663A TW 200417663 A TW200417663 A TW 200417663A TW 92104748 A TW92104748 A TW 92104748A TW 92104748 A TW92104748 A TW 92104748A TW 200417663 A TW200417663 A TW 200417663A
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200417663 五、發明說明（1) 【發明所屬之技術領域】 本發明係關於一種組合鋼承板及其施工方法，特別是關 於由平底鋼承板及浪形鋼板以螺固方式組成組合鋼承板， 其利用浪形鋼板之較大斷面性質，以提供該組合鋼承板增 加慣性矩及形狀模數、加大鋼樑跨距長度及樓層高度、減 少次樑使用及使外形較為美觀。 【先前技術】 習用浪形鋼承板之施工方法，其係可選擇用於形成屋頂 或樓板系統。當3亥組合鋼承板使用於屋頂系統時，其係將 C型鋼設置於一鋼樑上，並藉由螺接方式將烤漆浪形鋼承參 板螺固於該C型鋼上’以作為外飾板。另一方面，若該組 合鋼承板使用於樓板系統時，由電焊之方式將單層浪形鋼 承板焊固於鋼樑上’接著將鋼筋及混凝土分別舖設及導5 該單層鋼承板上。 處 上述習用浪形鋼承板無論用於屋頂系統或樓板系統，由 於其使用之烤漆浪形鋼承板及單層浪形鋼承板皆僅具較小 之斷面性質，因而其鋼樑一般僅能提供約3米左右之跨 距，此外，若欲增加烤漆浪形鋼承板或單層浪形鋼承板之 鋼樑跨距，則需額外增設C型鋼或其他材料製成之次樑， 因此當一般之浪形鋼承板使用於屋頂時，將會降低天花板(jpi 之美觀，而使用於樓板時，則會減少樓板之淨高。再者， 習用浪形鋼承板固定時皆以電焊方式固定，然而電焊高溫 亦容易造成焊點及鋼承板之材質裸露而生鏽；另外，習用 浪形鋼板經常在工廠預先組合，由於浪板鋼承板形成浪200417663 V. Description of the invention (1) [Technical field to which the invention belongs] The present invention relates to a composite steel bearing plate and a construction method thereof, and particularly to a composite steel bearing plate composed of a flat-bottom steel bearing plate and a corrugated steel plate by screwing. It uses the large cross-section properties of the corrugated steel plate to provide the combined steel bearing plate with increased moment of inertia and shape modulus, increased steel beam span length and floor height, reduced use of secondary beams, and more beautiful appearance. [Prior art] The construction method of conventional corrugated steel bearing plate can be used to form a roof or floor system. When the 3 Hai combined steel bearing plate is used in the roof system, it is to set the C-shaped steel on a steel beam, and screw the paint corrugated steel bearing parameter plate to the C-shaped steel by screwing. Trim. On the other hand, if the combined steel bearing plate is used in a floor system, a single-layer corrugated steel bearing plate is welded to the steel beam by electric welding, and then the steel bars and concrete are laid and guided separately. On the board. Regardless of whether the conventional corrugated steel plate used in the above is used in roof systems or floor systems, the painted steel corrugated steel plates and single-layer corrugated steel plates have only small cross-section properties, so their steel beams are generally It can only provide a span of about 3 meters. In addition, if you want to increase the span of the painted beam steel plate or single-layer corrugated steel plate, you need to add a secondary beam made of C steel or other materials. Therefore, when the general corrugated steel plate is used on the roof, the ceiling will be lowered (beautiful appearance of jpi, and when used on the floor, it will reduce the clear height of the floor. Furthermore, when the corrugated steel plate is used for fixing, It is fixed by electric welding. However, the high temperature of electric welding can easily cause the welding joints and the material of the steel plate to be exposed and rust. In addition, the conventional corrugated steel plates are often pre-assembled in the factory.
(\· \L(X；0-^\FiVE C()NTINENTS\PK9120.ptd 第5頁 200417663 五、發明說明（2) 狀，組裝後增加運送空間體積，因而增加運輸之成本。 有鑑於此，本發明改良上述之缺點，其關於由浪形鋼板 及平底鋼承板以螺固方式組成一組合鋼承板，由於浪形鋼 板具有較大斷面性質，因而增加組合鋼承板斷面之慣性矩 及形狀模數，不但可以增加該組合鋼承板之結構強度，以 增加該組合鋼承板之鋼樑跨距，且亦能減少次樑的使用， 以增益天花板之美觀、增加樓板之淨高及減少施工成本， 而螺固的方式組裝除了可現場組裝組合鋼承板外，亦減少(\ · \ L (X; 0-^ \ FiVE C () NTINENTS \ PK9120.ptd Page 5 200417663) V. Description of the invention (2), it increases the volume of the shipping space after assembly, thus increasing the cost of transportation. In view of this The present invention improves the above-mentioned disadvantages. It relates to a combined steel plate composed of a corrugated steel plate and a flat-bottom steel plate by screwing. Because the corrugated steel plate has a large cross-sectional property, the cross-section of the combined steel plate is increased. The moment of inertia and the shape modulus can not only increase the structural strength of the combined steel bearing plate, increase the span of the steel beam of the combined steel bearing plate, but also reduce the use of secondary beams to increase the beauty of the ceiling and increase the floor slab. Clear height and reduced construction costs, and the screw-on assembly method can reduce assembly site assembly, but also reduces
螺固元件生鏽的問題。 【發明内容】 本發明主要目的係提供一種組合鋼承板及其施工方法， 其關於由平底鋼承板及浪形鋼板組成組合鋼承板，以便利 用浪形鋼板之較大斷面性質，增加組合鋼承板之慣性矩、 增加跨距及減少次樑的使用，使本發明具有增益跨距長 度、美觀、樓板淨南及節省施工成本之功效。 隱 本發明次要目的係提供一種組合鋼承板及其施工方法， 該平底鋼承板設置數個沖孔，並可安裝玻璃棉以形成吸音 天花板及增加結構強度，同時可藉由螺固元件使樓板與天 花板一次施工裝設完成，使本發明具有提升吸音功能、增 益結構強度及增加工作裕度之功效。 · 本發明另一目的係提供一種組合鋼承板及其施工方法， 其中該平底鋼承板及該浪形鋼板可採用數個螺固元件現場 組裝完，，避免電焊時焊點的生鏽及節省工廠組裝後該組 合鋼承板之運輸成本’使本發明具有增益組裝可靠度及節 200417663 五、發明說明（3) 省運輸成本之功效。 ，根f本發明之組合鋼承板及其施工方法，該方法包含下 列二^ •將至少一平底鋼承板置於一鋼樑上；將數個玻璃 棉，置於该平底鋼承板之各凹槽内；將至少一浪形鋼板置 於=亥平底鋼承板上；藉由數個螺固元件將該浪形鋼板固定 於4平底鋼承板’以組成一組合鋼承板，供應用於屋頂或 樓板系統之施工。 【實施方式】 ，為了讓本發明之上述和其他目的、特徵、和優點能更明 萑被了解，下文將特舉本發明較佳實施例，並配合所附圖· 式’作泮細Ί兄明如下。 第1，揭不本發明較佳實施例之浪板構造之分解立體 圖；第2圖揭示本發明之組合鋼承板及其施工方法使用於 二屋頂平面或樓板平面之上視圖；第3圖揭示本發明第右 ^施例之施工方法流程之示意圖；第4圖揭示本發明第J 實施例沿第2圖4-4線之剖視圖；第5圖揭示本發明第二實 施例之施工方法流程之示意圖；第6圖揭示本發明第二實 施例沿第2圖4-4線之剖視圖；及第7圖揭示本發明第二實 施例沿第6圖7-7線之剖視圖。 貝 明參，¾第1圖所示，其揭示本發明浪板之組合鋼承板1之· 基本構造，其主要包含一浪形鋼板丨丨、一平底鋼承板丨2、 數個螺固元件1 3及一玻璃棉1 4。 如第1圖所示，該浪形鋼板11形成交互排列之數個波谷 11 1及數個波峰11 2。該平底鋼承板1 2 —側之平底可作為該Problems with rusted screw elements. [Summary of the Invention] The main object of the present invention is to provide a combined steel bearing plate and a construction method thereof. The combined steel bearing plate is composed of a flat-bottom steel bearing plate and a corrugated steel plate in order to take advantage of the large cross-sectional properties of the corrugated steel plate and increase The moment of inertia of the combined steel bearing plate, increasing the span and reducing the use of secondary beams, make the invention have the effects of gaining the span length, beautiful appearance, clean floor slab and saving construction cost. The secondary purpose of the present invention is to provide a combined steel bearing plate and a construction method thereof. The flat-bottom steel bearing plate is provided with several punching holes, and glass wool can be installed to form a sound-absorbing ceiling and increase the structural strength. The floor slab and the ceiling are completed in one installation, so that the present invention has the effects of improving sound absorption function, gaining structural strength and increasing work margin. · Another object of the present invention is to provide a combined steel bearing plate and a construction method thereof, in which the flat-bottom steel bearing plate and the corrugated steel plate can be assembled on site by using several screwed components to avoid rust and Save the transportation cost of the combined steel bearing plate after assembly in the factory, so that the present invention has the advantages of gaining assembly reliability and saving 200417663. V. Description of the invention (3) The effect of saving transportation costs. According to the combined steel bearing plate of the present invention and the construction method thereof, the method includes the following two: • placing at least one flat-bottom steel bearing plate on a steel beam; placing several glass wools on the flat-bottom steel bearing plate In each groove; at least one corrugated steel plate is placed on a flat-bottom steel bearing plate; the corrugated steel plate is fixed to 4 flat-bottom steel plates by several screwing elements to form a combined steel plate and supplied For roof or floor system construction. [Embodiment] In order to make the above and other objects, features, and advantages of the present invention more comprehensible, the following describes the preferred embodiments of the present invention in cooperation with the accompanying drawings and formulas. The description is as follows. First, an exploded perspective view of a wave plate structure according to a preferred embodiment of the present invention is shown; FIG. 2 shows a combined steel bearing plate and a construction method of the present invention used on a second roof plane or a floor plane; FIG. 3 shows the present invention. The schematic diagram of the construction method flow of the right embodiment of the invention; FIG. 4 illustrates the cross-sectional view of the J embodiment of the invention along the line 4-4 of FIG. 2; and FIG. 5 illustrates the construction method of the second embodiment of the invention. Figure 6 shows a cross-sectional view of the second embodiment of the present invention along the line 4-4 of Figure 2; and Figure 7 shows a cross-sectional view of the second embodiment of the present invention along the line 7-7 of Figure 6. Bei Mingshen, as shown in Fig. 1, it discloses the basic structure of the combined steel bearing plate 1 of the wave plate of the present invention, which mainly includes a wave plate 丨 丨, a flat-bottom steel plate 丨 2, and several screw elements. 1 3 and a glass wool 1 4. As shown in FIG. 1, the corrugated steel plate 11 forms several wave troughs 11 1 and several wave crests 11 2 arranged alternately. The flat bottom steel bearing plate 1 2-the flat bottom on the side can be used as the
C: \L(X；0- 5\FIVE CONTINENTS\PK9120. ptd 第7頁 200417663 五、發明說明（4) 組合鋼承板1之底板，以供連接於一鋼樑，該平底鋼承板 1 2具有數個沖孔丨2 1並於適當間距形成數個凸部丨2 2，且可 由各二凸部122定義一凹槽（未繪示），而該平底鋼承板12 之各凸部1 2 2可對應連接於該浪形鋼板丨丨之各波谷丨丨丨。該 蟓固元件1 3係可螺固結合該浪形鋼板丨丨之波谷丨丨丨及該平 底鋼承板1 2之凸部1 2 2，以使該平底鋼承板丨2及浪形鋼板 1 1組成一組合鋼承板1。同時，該螺固元件13亦可避免習 用浪板施工時因採用電焊接，而造成焊點表面因材質裸露 而^鏽之缺點，並進—步增加本發明組合鋼承板丨之組裝 度。該玻璃棉14容置於該平底鋼承板12二相鄰之凸部# 1 2 2所形成之各凹部間。 再者’本發明第一實施例之 鋼板1 5另設置於該浪形鋼板丄i 鋼承板1可形成一屋頂系統。 另外，本發明第二實施例之 混凝土使用，以使該組合鋼承 請參照第1至4圖所示，其為 工方法之第一實施例，1 工方法使用於一屋頂系統日;： 請再參照第1至4圖所示，本 板及其施工方法之第.一步驟係 對應置放於該平底鋼承板12之 元件13及適當工具將該浪形鋼 1 4，其中，該螺固元件丨3較佳 組合鋼承板1可增設一烤漆 之波峰1 1 2上，以使該組合 (k 組合鋼承板1可搭配鋼筋及 板1可形成一樓板系統。 本發明之組合鋼承板及其施 本發明之組合鋼承板及其施 示意圖。 發明之第一實施例組合鋼承< 將該浪形鋼板11之波谷111 凸部1 2 2上，再藉由該螺固 板1 2固设於該平底鋼承板 係自攻螺絲，該浪形鋼板11C: \ L (X; 0- 5 \ FIVE CONTINENTS \ PK9120. Ptd page 7 200417663 V. Description of the invention (4) The bottom plate of the combined steel bearing plate 1 is for connecting to a steel beam, the flat-bottom steel bearing plate 1 2 has a number of punching holes 2 1 and a plurality of convex portions are formed at an appropriate interval 丨 2 2, and a groove (not shown) can be defined by each of the two convex portions 122, and each convex portion of the flat-bottom steel bearing plate 12 1 2 2 can be connected to the corrugations of the corrugated steel plate 丨 丨 丨 丨. The anchoring element 1 3 can be screwed to the corrugation of the corrugated steel plate 丨 丨 corrugation 丨 丨 丨 and the flat-bottom steel plate 1 2 The convex portion 1 2 2 makes the flat-bottom steel bearing plate 2 and the corrugated steel plate 1 1 form a combined steel bearing plate 1. At the same time, the screw element 13 can also avoid the conventional wave plate construction due to electrical welding, and The defect that the surface of the solder joint is rusted due to the exposed material and further increases the degree of assembly of the combined steel bearing plate of the present invention. The glass wool 14 is accommodated in the flat-bottom steel bearing plate 12 adjacent convex portions # 1 2 2 between the recesses formed. Furthermore, 'the steel plate 15 of the first embodiment of the present invention is additionally provided on the corrugated steel plate 丄 i steel plate 1 to form a roof system. , The second embodiment of the present invention is used for concrete, so that the combined steel contract please refer to Figures 1 to 4, which is the first embodiment of the construction method, the construction method is used on a roof system day; Referring to Figures 1 to 4, the first step of the plate and its construction method is to place the corrugated steel 14 corresponding to the element 13 and appropriate tools placed on the flat-bottomed steel plate 12, where the screw Element 丨 3 The preferred composite steel bearing plate 1 can be added with a paint crest 1 1 2 so that the combination (k combination steel bearing plate 1 can be combined with steel bars and plates 1 to form a floor system. The combined steel bearing of the present invention Plate and its combined steel bearing plate according to the present invention and its schematic diagram. First embodiment of the invention combined steel bearing < The corrugated steel plate 11 at the valley 111 projections 1 2 2 and then the screw plate 1 2 Self-tapping screws fixed to the flat-bottom steel bearing plate, the wave-shaped steel plate 11
第8頁 200417663 五、發明說明（5) -------— 及平底鋼承板12可現場組裝，因而可避免工廠組裝後再運 載至現場日守，因組合體積增加而造成運輸成本徒增之缺 點，此外，該浪形鋼板1 1具有較大斷面性質，因而可增加 該組合鋼承板i之慣性矩及剖面模數，以增加該組合鋼曰承 板1之鋼樑2使用跨距，並且在增加跨距同時亦可減少在爷 平底鋼承板12之底部另外致置次樑之機率，如此可增加= 花板之美觀。 9 請再參照第1至4圖所示，本發明之第一實施例組合鋼承 板及其&工方法之第二步驟係將該玻璃棉1 4設置於該平底 鋼承板14之各二相鄰凸部122所形成之凹部内，其主要係—φ 利用該破璃棉14可用以吸收噪音，並進一步增加該組合1 承板1之強度。 ，請再參照第1至4圖所示，本發明之第一實施例組合鋼承 板及其施工方法之第三步驟係將該組合鋼承板1設置於屋 頂之一鋼樑2上，該平底鋼承板1 2用以作為該組合鋼承^反i 之底板’其適當間距形成數個凸部1 2 2，並可由各二凸部 122定義一凹槽（未繪示），且該凹槽之底板適當位置具有 數個沖孔1 2 1以增加美觀。 ” 請再參照第1至4圖所示’本發明之第一實施例組合鋼承 板及其施工方法之第四步驟係將該烤漆浪板15設置於爷卞響 形鋼板1 1上，用以作為天花板之外飾板，該烤漆浪板= 側具有裝飾花紋及圖樣，以增加本發明之組合鋼承板丨之 美觀程度，同時亦可相對增加整體構造之結構強度。再 者’ 5亥烤漆鋼板1 5亦可依需求選擇置換成其他具裝飾用之Page 8 200417663 V. Description of the invention (5) --------- And the flat-bottom steel carrier plate 12 can be assembled on site, so it can be avoided to be transported to the on-site day guard after assembly by the factory, which will cause transportation costs due to the increase in combined volume. Disadvantages of addition, in addition, the corrugated steel plate 11 has a large cross-sectional property, so the moment of inertia and section modulus of the composite steel bearing plate i can be increased to increase the steel beam 2 of the composite steel bearing plate 1. Use span, and increase the span can also reduce the probability of another secondary beam placed on the bottom of the Ye flat bottom steel plate 12, so it can increase = the beauty of the flower plate. 9 Please refer to FIG. 1 to FIG. 4 again, the first embodiment of the present invention combined steel plate and the second step of the & method is to set the glass wool 14 to each of the flat-bottom steel plate 14 In the concave portion formed by the two adjacent convex portions 122, the main part is φ. The broken glass wool 14 can be used to absorb noise and further increase the strength of the combination plate 1 and the bearing plate 1. Please refer to FIG. 1 to FIG. 4 again. The third step of the combined steel bearing plate and construction method of the first embodiment of the present invention is to set the combined steel bearing plate 1 on a steel beam 2 on the roof. The flat-bottomed steel bearing plate 12 is used as the bottom plate of the combined steel bearing, and a plurality of convex portions 1 2 2 are formed at appropriate intervals. A groove (not shown) can be defined by each of the two convex portions 122, and the The bottom of the groove is provided with a plurality of punch holes 1 2 1 at appropriate positions to increase the appearance. Please refer to Figs. 1 to 4 again. "The fourth step of the combined steel bearing plate and its construction method of the first embodiment of the present invention is to set the baking wave plate 15 on the grandfather-shaped steel plate 11 for As a decorative panel outside the ceiling, the paint wave panel has decorative patterns and patterns on the side to increase the aesthetic degree of the combined steel bearing plate of the present invention, and at the same time, it can relatively increase the structural strength of the overall structure. Furthermore, the '5hai paint steel plate 1 5 You can also choose to replace it with other decorative ones according to your needs.
C: \L(X；()-S\hivh CONTINHNTS\PK9120.ptdC: \ L (X; () -S \ hivh CONTINHNTS \ PK9120.ptd
200417663 五、發明說明（6) 飾板。 清參照第1及5至7圖所示，其為本發明之組合鋼承板及 其施工方法之第二實施例，其係將本發明之組合鋼承板及 ^施工方法使用於一樓板系統時之示意圖。第二實施例之 部7刀技術内容已揭示於第一實施例說明内容，於此併入參 考，不予詳細贅述。 請再參照第1及5至7圖所示，本發明之第二實施例組合 鋼承板及其施工方法之第一步驟係將該浪形鋼板丨丨之波谷 111對應置放於該平底鋼承板12之凸部122上，再藉由該螺 固兀件1 3及適當工具將該浪形鋼板丨2固設於該平底鋼承板鲁 1 2 ’由於該浪形鋼板丨丨具有較大斷面性質，因而增加該組 合鋼承板1之慣性矩及剖面模數，及增加該組合鋼承板1之 鋼樑2使用跨距，並且減少在該平底鋼承板丨2之底部另外 設置次樑之機率，且可增加樓板之淨高。 請再參照第1及5至7圖所示，本發明之第二實施例組丨 鋼承板及其施工方法之第二步驟係將該玻璃棉14容置於該 平底鋼承板14之各二相鄰凸部122所形成之凹槽内，該平 底鋼承板12之沖孔121及該破璃棉丨4共同形成一吸音天花 板，且使樓板及天花板可一次施工組裝完成。 請再參照第1及5至7圖所示，相較於第一實施例，本發<§ 明之第二實施例組合鋼承板及其施工方法之第三步驟係將 δ亥組合鋼承板1設置於樓板之一鋼樑2上。 請再參照第1及5至7圖所示，本發明之第二實施例組合 鋼承板及其施工方法之第四步驟係在該鋼樑2上之二相鄰200417663 V. Description of the invention (6) Decorative board. As shown in Figures 1 and 5 to 7, it is a second embodiment of the combined steel bearing plate and construction method of the present invention, which uses the combined steel bearing plate and construction method of the present invention in a floor system. Schematic of the time. The technical content of part 7 of the second embodiment has been disclosed in the description of the first embodiment, and is incorporated herein by reference, and will not be described in detail. Please refer to FIGS. 1 and 5 to 7 again. The first step of the combined steel bearing plate and construction method of the second embodiment of the present invention is to place the corrugated steel plate 丨 丨 the trough 111 correspondingly on the flat-bottom steel. On the convex portion 122 of the bearing plate 12, the corrugated steel plate 丨 2 is fixed to the flat-bottom steel bearing plate 1 2 by the screw fixing member 13 and appropriate tools. Large cross-section properties, so increase the moment of inertia and section modulus of the combined steel plate 1, and increase the span of the steel beam 2 of the combined steel plate 1, and reduce the bottom of the flat steel plate Set the probability of the secondary beam and increase the clear height of the floor. Please refer to FIGS. 1 and 5 to 7 again, the second embodiment of the present invention 丨 the second step of the steel plate and the construction method is to accommodate the glass wool 14 in each of the flat-bottom steel plate 14 In the groove formed by the two adjacent convex portions 122, the punching hole 121 of the flat-bottom steel bearing plate 12 and the broken glass wool 4 together form a sound-absorbing ceiling, and the floor and the ceiling can be assembled and assembled in one operation. Please refer to FIGS. 1 and 5 to 7 again. Compared to the first embodiment, the third step of the combined steel bearing plate and its construction method described in the second embodiment of the present invention is to combine the delta steel bearing The slab 1 is arranged on a steel beam 2 which is a floor slab. Please refer to FIGS. 1 and 5 to 7 again. The fourth step of the combined steel bearing plate and construction method of the second embodiment of the present invention is that two of the steel beams 2 are adjacent to each other.
200417663 五、發明說明（7) 之組合鋼承板1及Γ之縱向邊緣各設置一封口板2 1以供形 成封閉空間，同時在該鋼樑2上之中心設置一剪力釘2 2， 以減少剪應力破壞整體組合結構之機率。 請再參照第1至2及5至7圖所示，本發明之第二實施例組 合鋼承板及其施工方法之第五步驟係依據該樓板設計之結 構強度，於適當位置舖設鋼筋，再灌入混凝土，由於該鋼 樑1上設置該封口板2 1，因而能避免混凝土灌漿時由該組 合鋼承板1及Γ及該鋼樑1之間之缝隙外滲，而當混凝土養 護完成及達到工作強度後，本發明即可形成樓板’至於該 剪力釘2 2則用於增加樓板之剪力強度，同時避免樓板產生· 滑動或異動。 請再參照第1至5圖，本發明之組合鋼承板及其施工方法 增益跨距長度、美觀、樓板淨高及節省施工成本’平底鋼 承板1 2之沖孔1 2 1及玻璃棉丨4之安裝可選擇形成樓板__ 花板’因而具有增益結構強度及工作裕度之功效’此外’〜 可藉由數個螺固元件1 3完成現場組裝，具有增益組裝可靠 度及節省成本之功效。反觀，習用之組合鋼承板及其施工 方法浪形鋼承板僅提供約3米左右之鋼樑跨距，且常因使 用次樑而降低天花板之美觀；若使用於樓板時，則亦會減 少樓板之淨高，並且其利用焊接之固定方式容易造成焊點馨 材質裸露及生鏽，降低組裝之可靠性，且必須由工廠預先 組合再運輸至現場安裝，故亦相對增加運輸之成本。 雖然本發明已以前述較佳實施例揭示，然其並#用以限 定本發明，任何熟習此技藝者，在不脫離本發明之精神和200417663 V. Description of the invention (7) The longitudinal edges of the combined steel bearing plate 1 and Γ are each provided with a mouth plate 21 for forming a closed space. At the same time, a shear pin 22 is provided at the center of the steel beam 2 to Reduce the chance of shear stress damaging the overall composite structure. Please refer to Figures 1 to 2 and 5 to 7 again. The fifth step of the combined steel bearing plate and its construction method in the second embodiment of the present invention is based on the structural strength of the floor slab design. When the concrete is poured into the steel beam 1, the sealing plate 21 is provided on the steel beam 1, thereby preventing external leakage from the gap between the combined steel bearing plate 1 and Γ and the steel beam 1 during concrete grouting, and when the concrete curing is completed and When the working strength is reached, the present invention can form a floor slab. As for the shear nail 22, it is used to increase the shear strength of the floor slab, while avoiding floor slabs from sliding or changing. Please refer to Figs. 1 to 5 again, the combined steel bearing plate and the construction method of the present invention gain gain span length, beautiful appearance, clear floor height and save construction cost. "Punch hole 1 2 1 of flat steel bearing plate 1 2 and glass wool丨 4 installation can be selected to form a floor __ flower plate ', so it has the effect of gaining structural strength and working margin' in addition '~ can be completed on-site assembly by several screw elements 1 3, with gain assembly reliability and cost savings Effect. In contrast, the conventional combined steel bearing plate and its construction method, the corrugated steel bearing plate only provides a steel beam span of about 3 meters, and often reduces the aesthetics of the ceiling due to the use of secondary beams; if it is used on the floor, it will also Reduce the clear height of the floor slab, and its fixing method by welding easily causes the exposed joint material to be exposed and rusted, reducing the reliability of assembly, and it must be assembled in advance by the factory and then transported to the site for installation, so the transportation cost is relatively increased. Although the present invention has been disclosed with the aforementioned preferred embodiments, it is used to define the present invention. Any person skilled in the art will not depart from the spirit and scope of the present invention.
200417663200417663
C: \ LdiO - 5 \ FIVE C( )NT INENTS \ PK9120. p t cl 第12頁 200417663 圖式簡單說明 【圖式簡單說明】 第1圖：本發明較佳實施例之浪板構造之分解立體圖。 第2圖：本發明之組合鋼承板及其施工方法使用於一屋 頂平面或樓板平面之上視圖。 第3圖：本發明第一實施例之施工方法流程之示意圖。 第4圖：本發明第一實施例沿第2圖4-4線之剖視圖。 第5圖：本發明第二實施例之施工方法流程之示意圖。 第6圖：本發明第二實施例沿第2圖4-4線之剖視圖。 第7圖：本發明第二實施例沿第6圖7 - 7線之剖視圖。 圖號說明C: \ LdiO-5 \ FIVE C () NT INENTS \ PK9120. P t cl Page 12 200417663 Simple illustration of the drawing [Simplified illustration of the drawing] Figure 1: An exploded perspective view of the wave plate structure of the preferred embodiment of the present invention. Figure 2: The combined steel bearing plate and construction method of the present invention are used in a top view of a roof plane or a floor plane. Fig. 3: Schematic diagram of the construction method flow of the first embodiment of the present invention. Fig. 4: A sectional view of the first embodiment of the present invention, taken along line 4-4 of Fig. 2; FIG. 5 is a schematic diagram of a construction method flow according to a second embodiment of the present invention. Fig. 6: A sectional view of the second embodiment of the present invention, taken along line 4-4 of Fig. 2; Fig. 7: A cross-sectional view of the second embodiment of the present invention taken along line 7-7 of Fig. 6. Drawing number description
1 組合鋼承板 1 1 1 波谷 1 2 1沖孔 14 玻璃棉 21 封口板 1 ’ 組合鋼承板 1 1 2波峰 1 2 2 凸部 15 烤漆浪板 22 剪力釘 11 浪形鋼板 12 平底鋼承板 13 螺固元件 2 鋼樑1 Combined steel bearing plate 1 1 1 Wave trough 1 2 1 Punching 14 Glass wool 21 Sealing plate 1 ′ Combined steel bearing plate 1 1 2 Wave crest 1 2 2 Convex part 15 Painted wave plate 22 Shear nail 11 Corrugated steel plate 12 Flat bottom steel bearing Plate 13 Screw element 2 Steel beam
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|---|---|---|---|
| TW92104748A TW576884B (en) | 2003-03-04 | 2003-03-04 | Steel plate composite and construction method therefor |
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| Application Number | Priority Date | Filing Date | Title |
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| TW92104748A TW576884B (en) | 2003-03-04 | 2003-03-04 | Steel plate composite and construction method therefor |
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| TW576884B TW576884B (en) | 2004-02-21 |
| TW200417663A true TW200417663A (en) | 2004-09-16 |
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| TWI816590B (en) * | 2022-10-27 | 2023-09-21 | 上華國際合作股份有限公司 | Insulated building panel structure |
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