TW576884B - Steel plate composite and construction method therefor - Google Patents

Steel plate composite and construction method therefor Download PDF

Info

Publication number
TW576884B
TW576884B TW92104748A TW92104748A TW576884B TW 576884 B TW576884 B TW 576884B TW 92104748 A TW92104748 A TW 92104748A TW 92104748 A TW92104748 A TW 92104748A TW 576884 B TW576884 B TW 576884B
Authority
TW
Taiwan
Prior art keywords
steel
plate
bearing plate
steel bearing
flat
Prior art date
Application number
TW92104748A
Other languages
Chinese (zh)
Other versions
TW200417663A (en
Inventor
Chien-Ping Chen
Original Assignee
Chien-Ping Chen
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Chien-Ping Chen filed Critical Chien-Ping Chen
Priority to TW92104748A priority Critical patent/TW576884B/en
Application granted granted Critical
Publication of TW576884B publication Critical patent/TW576884B/en
Publication of TW200417663A publication Critical patent/TW200417663A/en

Links

Landscapes

  • Floor Finish (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Abstract

A steel plate composite and construction method therefor comprises the following steps: placing at least one base steel plate on at least one steel bar; inserting glass wool into recessing channels formed in the base steel plate; positing at least one wave steel plate on the base steel plate; fixing the wave steel plate on the base steel plate to form the steel plate composite by screw members which is applied for construction of roof or floor.

Description

576884576884

【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。當該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 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 承板焊 該單層 上述 於其使 之斷面 距,此 鋼樑跨 因此當 之美觀 習用浪 亦容易 浪形鋼 板使用 固於鋼 鋼承板 習用浪 用之烤 性質, 外,若 距,則 一般之 ,而使 形鋼承 造成焊 板經常 於樓板 樑上, 上。 形鋼承 漆浪形 因而其 欲增加 需額外 浪形鋼 用於樓 板固定 點及鋼 在工廉 田笔坪之方式將單層 接著將鋼筋及混凝土分別細π〉〈形鋼 設及¥ 板無論用於屋頂系統或楼^反/ 鋼承板及單層浪形鋼承板皆系统,由 鋼樑一般僅能提供約3来左$僅具較小 烤漆浪形鋼承板或單層浪步之跨 增設C型鋼或其他材料製成7鋼承板之 承板使用於屋頂時,將备政次操, 板時,則會減少樓板之淨古 ''次花板 時皆以電焊方式固定,缺=°再者, 承板之材質裸露而生鏽;另 #畸邋 預先組合,由於浪板鋼承4卜’習用 反形成浪[Technical field to which the invention belongs] The present invention relates to a composite steel bearing plate and a construction method thereof, and more particularly to a composite steel bearing plate composed of a flat-bottom steel bearing plate and a corrugated steel plate in a screwed manner. Large cross-section properties to provide the combined steel bearing plate to increase the moment of inertia and the shape modulus, increase the span length of the steel beam and the height of the floor, reduce the use of secondary beams and make the appearance more beautiful. [Prior art] The construction method of conventional corrugated steel bearing plate can be used to form a roof or floor system. When the combined steel bearing plate is used in a roof system, it is to set the C-shaped steel on a steel beam, and screw the baked lacquered corrugated steel bearing plate to the C-shaped steel by screwing as an exterior panel. . On the other hand, if the composite steel bearing plate is welded with the single layer as described above, the cross-section distance between this steel beam and the steel beam span is therefore beautiful and easy to use. The corrugated steel plate is used to be fixed to the steel steel plate. The nature of baking, in addition, if the distance, it is normal, so that the shaped steel bearing caused welding plates are often on the floor beam. The shaped steel bearing paint wave shape, so if it wants to increase, it needs additional wave steel for floor fixing points and steel in Gonglian Tianbiping. The single layer is then thinned with steel bars and concrete. Used for roof system or floor ^ inverted / steel bearing plate and single-layer corrugated steel bearing plate system. Generally, steel beams can only provide about 3 dollars. Only small paint wave-shaped steel bearing plate or single-layer wave plate is provided. When a C-shaped steel or other material made of 7-steel bearing plate is added to the span, it will be prepared for the second operation when it is used on the roof. When the plate is used, it will reduce the cleanliness of the floor. Lack = ° Further, the material of the bearing plate is exposed and rusted; In addition, it is pre-assembled, because the wave plate steel bearing is used to form waves.

576884 五、發明說明(2) 狀,組裝後 有鑑於此 及平底鋼承 板具有較大 及形狀模數 增加該組合 以增益天花 而螺固的方 螺固元件生 【發明内容 本發明主 其關於由平 用浪形鋼板 增加跨距及 度、美觀、 本發明次 該平底鋼承 天花板及增 花板一次施 增加運送空間體積,因而增加運輸之成本。 ,本發明改良上述之缺點,其關於由浪形鋼板 板以螺固方式組成一組合鋼承板,由於浪形鋼 斷面性質,因而增加組合鋼承板斷面之慣性矩 ,不但可以增加該組合鋼承板之結構強度,以 鋼承板之鋼樑跨距,且亦能減少次樑的使用, 板之美觀、增加樓板之淨高及減少施工成本, 式組裝除了可現場組裝組合鋼承板外,亦減小 鏽的問題。 要目的係提供 底鋼承板及浪 之較大斷面性 減少次樑的使 樓板淨南及節 要目的係提供 板設置數個沖 加結構強度, 工裝設完成, 益結構強度及增加工作裕 本發明另一目的係提供 其中ό亥平底鋼承板及該浪 組裝完成,避免電焊時焊 合鋼承板之運輸成本,使 一種組 形鋼板 質,增 用,使 省施工 一種組 孑L ,並 同時可 使本發 度之功 一種組 形鋼板 點的生 本發明 合鋼承 組成組 加組合 本發明 成本之 合鋼承 可安裝 藉由螺 明具有 效。 合鋼承 可採用 鏽及節 具有增 板及其施工方 合鋼承板,以 鋼承板之慣性 具有增盈跨距 功效。 板及其施工方 玻璃棉以形成 固元件使樓板 提升吸音功能 板及其施工方 數個螺固元件 省工廉組裝後 益組裝可靠度 法, 便利 矩、576884 V. Description of the invention (2), after assembly, it is considered that the flat-bottomed steel bearing plate has a larger shape, and the shape modulus increases. The flat-shaped corrugated steel plate is used to increase the span and the degree of beauty, and the flat bottom steel bearing ceiling and the decorative plate are applied once to increase the volume of the transportation space, thereby increasing the cost of transportation. The present invention improves the above-mentioned disadvantages. It relates to the combination of a corrugated steel plate and a composite steel bearing plate by screwing. Due to the nature of the corrugated steel section, the moment of inertia of the sectional of the combined steel bearing plate is increased, which can not only increase the The structural strength of the combined steel bearing plate is based on the steel beam span of the steel bearing plate, which can also reduce the use of secondary beams, the beauty of the plate, increase the clear height of the floor slab, and reduce construction costs. Outside the board, the problem of rust is also reduced. The main purpose is to provide the bottom steel bearing plate and the large cross-section of the wave to reduce the secondary beams so that the floor slab is clean. The main purpose is to provide the board with several punching structural strengths. The tooling is completed to improve the structural strength and increase the working margin. Another object of the present invention is to provide a flat bottom steel plate and the assembly of the wave, to avoid the transportation cost of welding the steel plate during electric welding, to increase the use of a group of steel plates, and to save the construction of a group of steel. At the same time, the present invention can make a group of steel plate points to form a composite steel bearing of the present invention, and add the cost of the composite steel bearing of the present invention can be installed by Luo Ming effective. Hegang bearing can use rust and joints. It has the function of increasing the plate and its construction party. Hegang steel bearing plate has the effect of increasing the span by the inertia of the steel bearing plate. Board and its constructor Glass wool to form a solid element to improve the sound absorption function of the slab. The board and its constructor are several screw-fixed components. It can save labor and cost and assemble the reliability method to facilitate assembly.

法, 吸音 與天、增 法, 現場 及節Law, sound absorption and sky, law, scene and festival

C: \L(XiO- 5 \ FIVH (T)NT INENTS\PK9120. p td 第6頁 576884 五、發明說明(3) 省運輸成本之功效。 根據本發明之組合鋼承板及其施工方法,該方法包含下 列步驟:將至少一平底鋼承板置於一鋼樑上;將數個玻璃 棉容置於該平底鋼承板之各凹槽内;將至少一浪形鋼板置 於該平底鋼承板上;藉由數個螺固元件將該浪形鋼板固定 於該平底鋼承板’以組成一組合鋼承板,供應用於屋頂或 樓板系統之施工。 【貫施方式】 為了讓本發明之上述和其他目的、特徵、和優點能更明 確被了解’下文將特舉本發明較佳實施例,並配合所附圖 式,作詳細說明如下。 第1圖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 =屋頂平面或樓板平面之上視圖;第3圖揭示本發明第麼‘ 實施例之施工方法流程之示意圖;第4圖揭示本發明第g 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。 、 請參照第1圖所示,其揭示本發明浪板之組合鋼承板丨之 基本構造,其主要包含一浪形鋼板u、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,該浪形鋼板丨丨形成交互排列之數個波谷 Π 1及數個波峰11 2。該平底鋼承板丨2 一侧之平底可作為C: \ L (XiO- 5 \ FIVH (T) NT INENTS \ PK9120. P td page 6 576884) V. Description of the invention (3) The effect of saving transportation costs. The combined steel bearing plate and its construction method according to the present invention, The method includes the following steps: placing at least one flat-bottom steel bearing plate on a steel beam; placing a plurality of glass wool in each groove of the flat-bottom steel bearing plate; and placing at least one corrugated steel plate on the flat-bottom steel Bearing plate; the corrugated steel plate is fixed to the flat-bottom steel bearing plate by several screwing elements to form a combined steel bearing plate, which is used for the construction of the roof or floor system. [Implementation method] In order to make this The above and other objects, features, and advantages of the invention can be more clearly understood. 'The preferred embodiments of the present invention will be enumerated below and will be described in detail in conjunction with the accompanying drawings. Figure 1 illustrates the preferred implementation of the present invention. An exploded perspective view of the wave plate structure of the example; FIG. 2 shows the combined steel bearing plate of the present invention and the construction method thereof, which is used in the top view of the roof plane or floor plane; FIG. 3 shows the construction method flow of the embodiment of the present invention. Schematic; Figure 4 reveals the invention g The embodiment is a cross-sectional view taken along line 4-4 in FIG. 2; FIG. 5 shows a schematic diagram of the construction method flow of the second embodiment of the present invention; and FIG. 6 shows the second embodiment of the present invention along line 4-4 in FIG. 2 Sectional view; and FIG. 7 illustrates a cross-sectional view of the second embodiment of the present invention taken along line 7-7 of FIG. 6. Please refer to FIG. 1, which discloses the basic structure of the combined steel bearing plate of the wave plate of the present invention. Contains a wave-shaped steel plate u, a flat-bottom steel bearing plate 丨 2, several screwing elements 13 and a glass wool 1 4. As shown in Fig. 1, the wave-shaped steel plate 丨 丨 forms several wave troughs arranged alternately. 1 and several crests 11 2. The flat-bottomed steel bearing plate 丨 2 The flat-bottom on one side can be used as

576884 五、發明說明(4) 組合鋼承板1之底板,ν μ、由4立 ,9 s . . ,η以供連接於一鋼樑,該平底鋼承板 12,、有數個冲孔121並於適當間距形成數個凸部丨22,且可 由定義—凹槽(未繪示)’而該平底鋼承板12 之α凸4 1可對應連接於該浪形鋼板〗丨之各波丨丨丨。該 螺固元件13係可螺固結合該浪形鋼板^波谷⑴及該平 底鋼承板1 2之凸部1 2 2,IV 1 Α π η組成-組合鋼承板i 乂;=承板12及浪形鋼板 用浪板施工時因_ f 固/件13亦可避免習 木用包J:干接,而仏成焊點表面因材質裸露 =土,之缺點,並進—步增加本發明組合鋼承板1之組裝 。晶又省玻璃棉1 4容置於該平底鋼承板1 2二相鄰之凸部< 1 2 2所形成之各凹部間。 再者,本發日月帛一實施例之組合鋼承板1可增設一烤漆 =15另設置於該浪形鋼板u之波蜂112上,以使該組合 鋼承板1可幵> 成一屋頂系統。 / ,曰m ΐ發明第二實施例之組合鋼承板1可搭配鋼筋及 以使該組合鋼承板1可形成-樓板系統。 二、圖所*,其為本發明之組合鋼承板及其施 '^ ^貝鉍例,其係將本發明之組合鋼承板及其施 工方法使用於一屋頂系統時之示意圖。 π ? ί參照ϊ1、至4!所示’本發明之第-實施例組合鋼承 掛庫晉:二:之第一步驟係將該浪形鋼板11之波谷111 對2放方“亥平底鋼承板12之凸部122上,再藉由該螺固 二件13及適當工具將該浪形鋼板12固設於該平底鋼承板 14,其中,該螺固元件13較佳係自攻螺絲,該浪形鋼板η 576884 五、發明說明(5) 及平底鋼承板12可現場組裝,因而可 載至現場時,因組合體積增加而造成J:f組裝後再運 ::,此外,該浪形鋼板u具有較大:以本 该組合鋼承板1之慣性矩及剖面模數,貝口而可、加 板1之鋼襟2使用跨距,並且在冒加該組合鋼承 平底鋼承板12之底部另外設置:;標:以時==該 花板之美觀。 戍旱,如此可增加天 請再參照第1至4圖所示,本發明之第 :及其施工方法之第二步驟係將該“棉=== :承板14之各二相鄰凸部122所形成之凹部内…要千底 利用該玻璃棉14可用以吸收噪音,並 半+、,要係 承板1之強度。 工進—步增加該組合鋼 板ΪΠ照第1至1 2 3 4 5 6 7 8圖所示,本發明之第-實施例組合鋼承 ::%工方法之第三步驟係將該組合鋼承板 鋼,2JV該平底鋼承板12用以作為該組合鋼承I 1底〜板其適當間距形成數個凸部122,並可由各二凸部576884 V. Description of the invention (4) The bottom plate of the combined steel bearing plate 1, ν μ, consists of 4 vertical, 9 s.., Η for connection to a steel beam. The flat-bottom steel bearing plate 12 has several punching holes 121. A plurality of convex portions are formed at appropriate intervals, 22, and can be defined by-grooves (not shown), and the α-convex 4 1 of the flat-bottom steel plate 12 can be correspondingly connected to each wave of the corrugated steel plate.丨 丨. The screwing element 13 can be screwed together with the corrugated steel plate ^ wave valley ⑴ and the convex portion 1 2 of the flat-bottom steel bearing plate 12, IV 1 Α π η composition-composite steel bearing plate i 乂; = bearing plate 12 And corrugated steel plate construction can be avoided due to _ f solids / pieces 13 can also be used to avoid the wood package J: dry joint, and the surface of the welded joints is exposed due to the shortcomings of the bare material = soil, and the disadvantages of the combination steel are further increased- Assembly of the carrier plate 1. The glass-saving glass wool 14 is accommodated between the concave portions formed by the flat-bottomed steel support plate 12 22 adjacent to each other < 1 2 2. Furthermore, the combined steel bearing plate 1 according to an embodiment of the present invention can be additionally provided with a baking varnish = 15 and disposed on the wave bee 112 of the corrugated steel plate u, so that the combined steel bearing plate 1 can be combined into one. Roof system. The combined steel bearing plate 1 of the second embodiment of the invention can be equipped with reinforcing steel and the combined steel bearing plate 1 can form a floor system. 2. The drawing * is an example of the combined steel bearing plate of the present invention and its application, which is a schematic diagram when the combined steel bearing plate and the method of the invention are used in a roof system. π? Refer to ϊ1 to 4! 'The first-embodiment of the present invention combined steel bearing storage library Jin: two: the first step is to put the wave plate 11 of the valley 111 to 2 square "Hai flat bottom steel On the convex portion 122 of the supporting plate 12, the corrugated steel plate 12 is fixed to the flat-bottom steel supporting plate 14 by the two screw fixing pieces 13 and appropriate tools. The screw fixing element 13 is preferably a self-tapping screw. The corrugated steel plate η 576884 V. Description of the invention (5) and the flat-bottom steel bearing plate 12 can be assembled on site, so when it can be carried to the scene, J: f will be assembled and transported due to the increase in the combined volume: In addition, the The corrugated steel plate u has a large: based on the moment of inertia and section modulus of the combined steel bearing plate 1, the shell can be used, the span of the steel plate 2 of the plate 1 is used, and the combined steel bearing flat bottom steel is added. The bottom of the bearing plate 12 is additionally provided :; Standard: time == the beauty of the flower plate. Drought, so that it can increase the sky, please refer to Figures 1 to 4 again. The second step is to make the "cotton ===: in the recess formed by the two adjacent convex portions 122 of the support plate 14 ... use the glass wool 14 to absorb noise, and Half +, should be the strength of bearing plate 1. Work-increase the combined steel plate step by step. As shown in Figures 1 to 1 2 3 4 5 6 7 8, the third step of the combined steel bearing of the first embodiment of the present invention:% method is to combine the combined steel plate Steel, 2JV The flat-bottom steel bearing plate 12 is used as the combined steel bearing I 1 bottom plate to form a plurality of convex portions 122 at appropriate intervals, and each convex portion 122 can be

C: \L(X;()-5\FIVE C()NTINENTS\PK9120.ptd 第9頁 1 疋義一凹槽(未繪示),且該凹槽之底板適當位置具有 2 數個沖孔1 2 1以增加美觀。 /、令 3 ::參照第!至4圖所示,本發明之第—實施例組合鋼承 4 板及其施卫方法之第四步驟係將該烤漆浪奶設置 5 Π"上,用以作為天花板之外飾板,該烤漆浪板⑴卜 6 側具有裝飾花紋及圖樣,以增加本發明之組合鋼承板1之 7 吳硯程度,同時亦可相對增加整體構造之結構強度。再 8 者,該烤漆鋼板1 5亦可依需求選擇置換成其他具裝飾用之 576884 五、發明說明(6) 飾板。 请芩照第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 其施工方法使用於一樓板系統時之示意圖。第二實施例之 部分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 ill對應置放於該平底鋼承板12之凸部122上,再藉由該嫘 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 1 2,由於該浪形鋼板11具有較大斷面性質,因而增加續組 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 一 δ月再參%、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二步驟係將該玻璃棉丨4容置於該 平底鋼承板1 4之各二相鄰凸部1 2 2所形成之凹槽内,該平 底鋼承板1 2之沖孔1 2 1及該玻璃棉1 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 明之第二貫施例組合鋼承板及其施工方法之第三步驟係將 違組合鋼承板1設置於樓板之一鋼標2上。 請再麥照第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C: \ L (X; ()-5 \ FIVE C () NTINENTS \ PK9120.ptd page 9 1 meaning a groove (not shown), and the proper position of the bottom plate of the groove has 2 punching holes 1 2 1 to increase the beauty. / 、 Let 3 :: Refer to Figures! To 4 as shown in the figure. The fourth step of the combined steel bearing plate of the first embodiment of the present invention and the method of protecting the fourth step is to set the baking paint spray milk 5 Π " It is used as a decorative panel outside the ceiling. The paint lacquer panel 6 has decorative patterns and patterns on the sides to increase the degree of Wu of the combined steel bearing plate 1 of the present invention, and it can also increase the overall structure relatively. Structural strength. In addition, the painted steel plate 15 can also be replaced with other decorative 576884 as required. V. Description of the invention (6) Decorative plate. Please refer to Figures 1 and 5 to 7, which are The second embodiment of the combined steel bearing plate and construction method of the present invention is a schematic diagram when the combined steel bearing plate and construction method of the present invention is used in a floor system. Part of the technical content of the second embodiment has been disclosed The description of the first embodiment is incorporated herein by reference, and will not be described in detail. Please refer to the first and the fifth again. As shown in FIG. 7, 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 ill on the convex portion 122 of the flat-bottom steel bearing plate 12 correspondingly. On the other hand, the corrugated steel plate 2 is fixed to the flat-bottomed steel support plate 12 by the fixing member 13 and appropriate tools. Since the corrugated steel plate 11 has a large cross-sectional property, the combination is increased. Moment of inertia and section modulus of the steel bearing plate 1, and increasing the span of the steel beam 2 of the combined steel bearing plate 1, and reducing the probability of additionally setting a secondary beam at the bottom of the flat-bottom steel bearing plate 2 and increasing the The clear height of the floor slab is 6% again, as shown in Figures 1 and 5 to 7. The second step of the combined steel bearing plate and construction method of the second embodiment of the present invention is to place the glass wool In the groove formed by each of the two adjacent convex portions 1 2 2 of the flat-bottom steel bearing plate 1 4, the punching holes 1 2 1 of the flat-bottom steel bearing plate 12 and the glass wool 14 together form a sound-absorbing ceiling 'and The floor slab and the ceiling can be assembled and assembled in one operation. Please refer to FIG. 1 and FIGS. 5 to 7 again. Compared with the first embodiment, the present invention The third step of the combined embodiment of the combined steel bearing plate and its construction method is to set the illegal combined steel bearing plate 1 on a steel label 2 of a floor slab. Please refer to Figures 1 and 5 to 7 for the present invention. The fourth step of the second embodiment of the combined steel bearing plate and its construction method is that two of the steel beams 2 are adjacent to each other.

C:\ 1 XX;0-5\F1VH CONTINENTS\ΡΚ9120.p td 第10頁 576884 五、發明說明(7) 之組合鋼承板1及1,之縱向邊緣各設置一封口板21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22, 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妒 接托由从*上 ^驟係依據該樓板設計之結 ^ ^ 再灌入混凝土,由於該鋼 1上設置該封口板2 1,因而能漭 ^ τ ^ , 此避免混凝土灌漿時由該組 e鋼承板1及1及該鋼樑1之間之 ^ ^ ^ ^ . ^ <、、逢隙外滲,而當混凝土養 =成及達到工作強度後’本發明即可形成樓板,至於該 滑動或異動。 力強度’同時避免樓板產生· 辦請;=1至5圖’本發明之級合鋼承板及其施工方法 τ曰Γ二、Ϊ 吳硯V婁板淨高及節省施工成本,平底鋼 八板1 2之冲孔1 2 1及玻璃棉1 4之安裝可彡 花板,因而具有增益結構強度及 、、/ 選 可藉由數個螺固元件1 3完成現場έ裕度之功效,此外’ 度及節省成本之功效。反觀,;,,具有增益組裝可靠 方法浪形鋼承板僅提供約3米左太之、,且σ鋼承板及其施工 用次樑而降低天花板之美觀;若估之鋼樑跨距,且常因使 少樓板之淨高,並且其利用焊接用於樓板時,則亦會減赢 材質裸露及生it,降低組裝之可&固定方式容易造成焊點_ 組合再運輸至現場安裝,故亦相=11,且必須由工廠預先 雖然本發明已以前述較佳實施、,増加運輸之成本。 定本發明,任何熟習此技蓺者 f揭不,然其並非用以限 a者,在不脫離本發明之精神和C: \ 1 XX; 0-5 \ F1VH CONTINENTS \ ΡΚ9120.p td page 10 576884 V. Description of the invention (7) For the combination steel bearing plates 1 and 1, a longitudinal opening 21 is provided on each of the longitudinal edges for forming a seal. At the same time, a shear pin 22 is set at the center of the steel beam 2 to reduce the probability of shear stress damaging the overall combined structure. Please refer to Figures 1 to 2 and 5 to 7 again. The fifth step of the second embodiment of the combined steel bearing plate and its construction method of the present invention is entrusted from * to ^, which is based on the design of the floor slab. ^ ^ Refilled with concrete, because the sealing plate 21 is set on the steel 1, it can be ^ τ ^, which avoids the gap between the group e steel bearing plates 1 and 1 and the steel beam 1 when the concrete is grouting ^ ^ ^ ^. ^ <, external leakage at the gap, and when the concrete is cured and the working intensity is reached 'the invention can form a floor slab, as for the sliding or abnormal movement. “Strength of strength while avoiding floor slabs and application; = 1 to 5 drawings” The graded steel bearing plate of the present invention and its construction method τ 二 Γ, 砚 Wu Yi V Lou plate clear height and save construction costs, flat bottom steel eight The installation of the punching holes 1 2 1 of the plate 1 2 and the glass wool 1 4 can be embossed, so it has the advantage of gaining structural strength and / or selection. It can complete the on-site manual margin by using several screwed components 1 3. 'Degree and cost savings. On the other hand, the corrugated steel bearing plate with a reliable method of gain assembly only provides about 3 meters of left and right, and the σ steel bearing plate and its secondary beam for construction reduce the beauty of the ceiling; if the span of the steel beam is estimated, And often because the net height of the floor is less, and when it is used for flooring by welding, it will also reduce the exposure of the material and produce it, reducing the possibility of assembly. The fixing method is easy to cause solder joints. Therefore, it is equal to 11 and must be pre-made by the factory. Although the present invention has been implemented in the foregoing preferred manner, the cost of transportation is increased. If the person who is familiar with this technology f determines this invention, it is not intended to limit a, without departing from the spirit and

576884 五、發明說明(8) 範圍内,當可作各種之更動與修改,因此本發明之保護範 圍當視後附之申請專利範圍所界定者為準。576884 5. Within the scope of the description of the invention (8), various changes and modifications can be made. Therefore, the protection scope of the present invention shall be determined by the scope of the attached patent application.

C: \L(X;0-5\FIVE CONTiNENTS\PK912Q.ptd 第12頁 576884 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—L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: 1 組合鋼承板 Γ 組合鋼承板 11 浪形鋼板 111 波谷 112 波峰 12 平底鋼承板 121 沖孔 122 凸部 13 螺固元件 14 玻璃棉 15 烤漆浪板 2 鋼樑 21 封口板 22 剪力釘 .塌C: \ L (X; 0-5 \ FIVE CONTiNENTS \ PK912Q.ptd Page 12 576884 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. 2 Figure: The combined steel bearing plate of the present invention and the construction method thereof are used in a L plane view of a roof or floor plane. Figure 3: Schematic diagram of the construction method flow of the first embodiment of the present invention. Figure 4: A cross-sectional view of an embodiment along the line 4-4 of Fig. 2. Fig. 5: Schematic diagram of the construction method flow of the second embodiment of the present invention. Fig. 6: A line of the second embodiment of the present invention along the line 4-4 of Fig. 2 Sectional view. Figure 7: A cross-sectional view of the second embodiment of the present invention taken along lines 7-7 of Figure 6. Explanation of drawing number: 1 composite steel plate Γ composite steel plate 11 corrugated steel plate 111 trough 112 crest 12 flat bottom steel plate 121 Punching hole 122 Convex part 13 Screwing element 14 Glass wool 15 Paint wave board 2 Steel beam 21 Sealing plate 22 Shear nail

: \ IIX;() - 5 \ FIVE CONTINENTS \ ΡΚ9120. p t d 第13頁: \ IIX ; ()-5 \ FIVE CONTINENTS \ ΡΚ9120. P t d page 13

Claims (1)

576884 六、申請專利範圍 1、 一種組合鋼承板,其係包含: 至少一平底鋼承板,其一側設有一平底,及其另一侧 設有交錯排列之數個凸部及數個凹部,該平底鋼承板 係可由該平底側連接至少一鋼樑; 數個玻璃棉’其係容置於該平底鋼承板之各凹部内; 至少一浪形鋼板,其設有交錯排列之數個波峰及數個 波谷’且該浪形鋼板可由各波谷對應連接於該平底鋼 承板之各凸部上;及 數個螺固元件,其係可螺固結合該浪形鋼板之波谷及 該平底鋼承板之凸部,以使該平底鋼承板及浪形鋼板¥ 組成一組合鋼承板。 2、 依申請專利範圍第1項之組合鋼承板,其中該組合鋼 承板上可再疊置一烤漆浪板,以構成一屋頂系統。 3、 依申請專利範圍第1項之組合鋼承板,其中該鋼樑上 之二相鄰組合鋼承板之縱向邊緣係增設一封口板,及 該封口板内之鋼樑表面係增設一剪力釘。 丨緩^ 4、 依申請專利範圍第3 項之組合鋼承板,其中另設有數 條鋼筋,其係放置在該組合鋼承板上之適當位置,並 可搭配混凝土灌漿,以構成一樓板系統。 5、 依申請專利範圍第1項之組合鋼承板,其中該平底鋼拳 承板具有數個沖孔。 6、 依申請專利範圍第1項之組合鋼承板,其中該螺固元 件係一自攻螺絲。 7、 一種組合鋼承板之施工方法,其係包含下列步鄉:576884 VI. Scope of patent application 1. A combined steel bearing plate comprising: at least one flat-bottom steel bearing plate, one side is provided with a flat bottom, and the other side is provided with a plurality of staggered protrusions and recesses The flat-bottom steel bearing plate can be connected to at least one steel beam by the flat-bottom side; several glass wools are accommodated in the recesses of the flat-bottom steel bearing plate; at least one corrugated steel plate provided with staggered numbers Crests and crests' and the corrugated steel plate can be connected to the convex portions of the flat-bottom steel plate by corresponding corrugations; and a plurality of screwing elements, which can be screwed together with the crests of the corrugated steel plate and the corrugated steel plate. The convex part of the flat-bottom steel bearing plate, so that the flat-bottom steel bearing plate and the corrugated steel plate ¥ form a combined steel bearing plate. 2. The combined steel bearing plate according to item 1 of the scope of patent application, wherein the combined steel bearing plate can be further stacked with a baking paint wave plate to form a roof system. 3. The composite steel bearing plate according to item 1 of the scope of the patent application, in which a longitudinal plate is added to the longitudinal edge of two adjacent combined steel bearing plates on the steel beam, and a shear is added to the surface of the steel plate in the sealing plate. Force nails.丨 Easy ^ 4. According to item 3 of the scope of the patent application, the combined steel bearing plate is provided with several reinforcing bars, which are placed in the appropriate position on the combined steel bearing plate, and can be matched with concrete grouting to form a floor system. . 5. The combined steel bearing plate according to item 1 of the scope of patent application, wherein the flat-bottom steel box bearing plate has several punching holes. 6. The combined steel bearing plate according to item 1 of the patent application scope, wherein the screw-fixing element is a self-tapping screw. 7. A construction method for a composite steel bearing plate, which includes the following steps: C: \ IΠ;() - 5 \ FIVH CONTINENTS \ PK9120. p t d 第14頁 576884 六、申請專利範圍 將數個玻璃棉容置於該平底鋼承板之各凹槽内; 將至少一浪形鋼板之波谷置於該平底鋼承板之凸部上 藉由數個螺固元件螺固結合該浪形鋼板之波谷及該平 底鋼承板之凸部,以使該平底鋼承板及浪形鋼板組成 一組合鋼承板;及 將該組合鋼承板置於鋼樑上,以供應用於屋頂系統、 樓板系統之施工。 8、 依申請專利範圍第7項之組合鋼承板之施工方法,其 中在組成該組合鋼承板後,再將一烤漆浪板疊置於該· 組合鋼承板上,以形成一屋頂系統。 9、 依申請專利範圍第7項之組合鋼承板之施工方法,其 中在組成該組合鋼承板後’在該鋼樑上之二相鄰之組 合鋼承板之縱向邊緣係增设一封口板,及該封口板内 之鋼樑表面係增設一剪力釘。 10、 依申請專利範圍第9項之組合鋼承板之施工方法 中在組成該組合鋼承板後’將數條鋼筋放置在該組合^ 鋼承板上之適當位置’並灌入混凝土,以形成一樓板 系統。 . 11、 依申請專利範園第7項之組合鋼承板之施工方法,其參 中該平底鋼承板具有數個沖孔。 1 2、依申請專利範園第7項之組合鋼承板之施工方法,其 中該螺固元件係一自攻螺絲。C: \ IΠ; ()-5 \ FIVH CONTINENTS \ PK9120. Ptd page 14 576884 6. Scope of patent application: Place several glass wools in each groove of the flat-bottom steel plate; place at least one corrugated steel plate The trough is placed on the convex portion of the flat-bottom steel bearing plate, and the trough of the corrugated steel plate and the convex portion of the flat-bottom steel plate are screwed together by several screwing elements, so that the flat-bottom steel plate and the corrugated steel plate Form a composite steel bearing plate; and place the composite steel bearing plate on a steel beam to supply for the construction of the roof system and the floor system. 8. The construction method of the combined steel bearing plate according to item 7 of the scope of the patent application, wherein after the combined steel bearing plate is formed, a baking paint wave plate is stacked on the combined steel bearing plate to form a roof system. 9. The construction method of the composite steel bearing plate according to item 7 of the scope of the patent application, wherein after the composite steel bearing plate is formed, a mouth plate is added to the longitudinal edge of two adjacent steel bearing plates on the steel beam. A shear pin is added to the surface of the steel beam in the sealing plate. 10. According to the construction method of the composite steel bearing plate according to item 9 of the scope of the patent application, after the composite steel bearing plate is composed, 'a plurality of steel bars are placed in the appropriate position of the composite ^ steel bearing plate' and poured into concrete to Form a floor system. 11. According to the construction method of the combined steel plate of item 7 of the patent application park, the flat-bottom steel plate has several punching holes. 1 2. The construction method of the combined steel bearing plate according to item 7 of the patent application park, wherein the screwing element is a self-tapping screw. C: \ La.K) - 5 \ FIVH CONTINHNTS \ PK9120 · P1 d 第 15 頁C: \ La.K)-5 \ FIVH CONTINHNTS \ PK9120 · P1 d p. 15
TW92104748A 2003-03-04 2003-03-04 Steel plate composite and construction method therefor TW576884B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
TW92104748A TW576884B (en) 2003-03-04 2003-03-04 Steel plate composite and construction method therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
TW92104748A TW576884B (en) 2003-03-04 2003-03-04 Steel plate composite and construction method therefor

Publications (2)

Publication Number Publication Date
TW576884B true TW576884B (en) 2004-02-21
TW200417663A TW200417663A (en) 2004-09-16

Family

ID=32847885

Family Applications (1)

Application Number Title Priority Date Filing Date
TW92104748A TW576884B (en) 2003-03-04 2003-03-04 Steel plate composite and construction method therefor

Country Status (1)

Country Link
TW (1) TW576884B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI816590B (en) * 2022-10-27 2023-09-21 上華國際合作股份有限公司 Insulated building panel structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI816590B (en) * 2022-10-27 2023-09-21 上華國際合作股份有限公司 Insulated building panel structure

Also Published As

Publication number Publication date
TW200417663A (en) 2004-09-16

Similar Documents

Publication Publication Date Title
JP2020534458A (en) Modular building system that can be deployed quickly
TW576884B (en) Steel plate composite and construction method therefor
US3969869A (en) Building truss
CN201087491Y (en) Floor structure
CN210530022U (en) Assembled double-layer external wall panel, mounting structure and horizontal vertical seam waterproof structure
RU179262U1 (en) RIGID FRAME CONNECTING ASSEMBLY
JPH02120438A (en) Dry type fireproof construction constituted of concrete-filled steel pipe column
CN217679996U (en) Combined wall board and assembled wall body
US20070068091A1 (en) Connector for modular building system
JPS60215957A (en) Wall panel for prefabricated structure and prefabricated structure containing said wall panel
JP2602685Y2 (en) External wall material fixing structure in narrow land
JPS6118091Y2 (en)
JPH0326177Y2 (en)
RU24480U1 (en) ASSEMBLY ASSEMBLY ASSEMBLY ASSEMBLY
JPS6073931A (en) Structural member and its production
JP2001329609A (en) Connecting structure of roofing material and wall material
JP3034917U (en) Combined structure of wall panels and columns
JPS5818482Y2 (en) Surface structure of a building or structure
JPS5814732Y2 (en) Attachment device for purlins to corner beams
KR100404535B1 (en) A board for fabricated house
RU44703U1 (en) FRAME PANEL
JPH0735990Y2 (en) Exterior material fixing structure
JPH10121634A (en) Floor or rood supporting method
JP2510354B2 (en) Roof of unit house
RU2278221C1 (en) Joint connection between solid roof deck made of panels and structure rods

Legal Events

Date Code Title Description
GD4A Issue of patent certificate for granted invention patent
MM4A Annulment or lapse of patent due to non-payment of fees