TW494169B - Jointless device and construction method between steel structural beam, column, floor deck with external structural wall - Google Patents

Jointless device and construction method between steel structural beam, column, floor deck with external structural wall Download PDF

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Publication number
TW494169B
TW494169B TW90109026A TW90109026A TW494169B TW 494169 B TW494169 B TW 494169B TW 90109026 A TW90109026 A TW 90109026A TW 90109026 A TW90109026 A TW 90109026A TW 494169 B TW494169 B TW 494169B
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Taiwan
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steel
columns
floor
beams
wall
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TW90109026A
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Chinese (zh)
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Jin-Huei Shiau
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Jin-Huei Shiau
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Abstract

This is the invention of a joint-less device and construction method between steel structural girder, column, and floor deck with external structural wall. It includes: (1) a steel structure consists of steel girders and steel columns. (2) Fix erected posts on steel girders and columns at intervals. (3) Lay reinforcements horizontally among the erected posts for pipe lying to accordingly shape external wall thereof. (4) Lock wallboards and bottom board on the inner side of the external wall by dry construction method. (5) Layout extension net on the external side according to loading design. (6) Grout concrete between the bottom and the extension net and let the concrete envelope the erected posts and reinforcements thoroughly to combine with the bottom board, extension net as one integral structure without any joints among steel girders, steel column, and external structural walls. Methods mentioned above provides benefits of quick process, low cost, less waste as well as lessening back pressure and side pressure during concrete grouting to improve strength of external wall.

Description

494169494169

經濟部智慧財產局員工消費合作社印 【創作領域】 本發明是有關於一種鋼骨結構, ^ 建材組成型態達到施工快上、別疋指一種能藉由 <且提高矣士描^ 樑、柱、樓承板與構造外脾 、、σ 強度的鋼骨結構 【習知技藝說明】 回間成無接頭裂置及工法。 參閱第-圖,以一般鋼骨結構 構為例’主要是以鋼樑1】、 /、構造外牆之結 綱枉 1 2逢雄· 〇> a 以概呈〔型的立柱21等距固定於鋼摔u、鋼/結構,並 於各立柱2丨間横向穿置铜筋22配 鋼柱12間,及 後’形成構造外牆20,块彳# —置水電管路(圖未示: ^ 於構造外牆20内側及外側 分別配置擴張網2 3 Γ ^ &板固結於構造外牆2 0兩側), 再將混凝土 2 4 堯注力柄祖纟^ Λ。/ /主在‘張網2 3 (或底板)間,使混凝土 完全包覆立柱21、鋼筋22並與擴張網23(或底板)形成一 體之結構。惟,上述結構的施工方式雖可完成構造外牆2( 的建構,然,其卻於實際建築時,乃存有以下缺失而亟待 解決: 1 ·右構造外牆2 0兩面皆採用固結擴張網2 3的建構方 式’則在擴張網2 3不能完全阻隔混凝土 2 4的情形下,會 有混凝土 24流失較多的情形,且在灌漿作業完成之後,榍 造外牆2 0兩面需再以噴凝土噴塗,才能保持牆面的平整 而有建柴工時較長、成本較高的缺失,相對的,也會產生 車父多的建築廢棄物,極不符合環保及經濟效益。 2 ·若構造外牆2 0兩面皆採用固結底板的建構方式,貝1 在底板不能排除混凝土 2 4中氣隙的情形下,為了避免底相 第3頁 本紙張尺度適用中國國家標準(CNS_)A4規格⑽χ 297公爱) -------------裝-----:.---訂---------線 (請先閱讀背面之注咅?事項再填寫本頁) A7Printed by the Consumers ’Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs [Creation Field] The present invention relates to a steel-bone structure. ^ The building material composition type achieves fast construction, not to mention a way that can be improved by < Columns, floor plates and structural spleen, σ-strength steel-bone structure [Description of Know-how] The joints are split without joints and the construction method. Refer to Figure-for an example of the general steel frame structure. 'It is mainly based on steel beams 1], /, the structure of the external wall structure 1 2 Fengxiong · 〇 > a is roughly equal to the shape of the column 21 isometric It is fixed to steel slabs, steels / structures, and copper bars 22 and 12 steel columns are horizontally penetrated between each column 2 ′, and then a structural exterior wall 20 is formed, and the block ## is a water and electricity pipeline (not shown in the figure) : ^ The expansion nets 2 3 Γ ^ are placed on the inside and outside of the structural exterior wall 20 and the plates are consolidated on both sides of the structural exterior wall 20), and then concrete 2 4 is injected into the handle ^ ^. // Mainly between ‘zhang net 2 3 (or bottom plate), so that the concrete completely covers the columns 21, steel bars 22 and forms an integral structure with the expansion net 23 (or bottom plate). However, although the construction method of the above structure can complete the construction of the external wall 2 (), however, in actual construction, it has the following shortcomings and needs to be resolved urgently: 1 • Both sides of the right structural external wall 20 are consolidated and expanded. The construction method of the net 2 3 'is that in the case that the expanded net 23 cannot completely block the concrete 24, there will be a lot of loss of the concrete 24, and after the grouting operation is completed, the two sides of the external wall 20 need to be constructed again. Sprayed concrete spraying can keep the wall flat and lack of long construction time and high cost. On the other hand, it will also generate a lot of construction waste, which is extremely incompatible with environmental protection and economic benefits. If both sides of the external wall 20 are constructed with a consolidated base plate, Bay 1 will not exclude the air gap in concrete 2 in order to avoid the bottom phase. Page 3 This paper applies Chinese national standard (CNS_) A4. Specifications ⑽χ 297 public love) ------------- install -----: .--- order --------- line (please read the note on the back first? (Fill in this page again) A7

^4169 五、發明說明(2 ) 間有背壓、側壓太大,或因底板太重所造成的崩模,所以 不能使用粗骨材(混合有碎石)的混凝土 24,導致構造外牆 20的結構強度受限,不僅施工不易,且在混凝土 24中有 搗實不足形成的蜂窩現象,各底板接縫處或鎖固位置也容 易有滲流漿液乾固殘留的缺失,造成構造外檣表面殘存 有混砝土 2 4乾固後凸出之溢料,而破壞牆面平整度,必須 有後續的整平作業。 【創作概要】 因此,本發明之目的,即在提供一種施工快速、成本 低笟棄物^、,且此&昇結構強度的鋼骨結構樑、柱、樓 承板與構造外牆之間成無接頭裝置及工法。 於是,本發明之鋼骨結構樑、柱、樓承板與構造外牆 之間成無接頭裝置及工法,包含下列步驟:一、建構鋼骨, 一、安裝立柱與鋼筋,三、配置水電,四、室内結構施工, 五、室外結構施工,六、灌漿作業。纟主要是以鋼樑、鋼 ,建構成鋼骨結構,並以搭置在鋼樑、鋼柱間區隔 每-樓層H ’依程設計圖將欲施工之位置正確標示 在鋼骨結構的鋼樑、鋼柱上,再依放樣位置將立柱等距固 f於鋼骨結構的鋼樑、鋼柱間,並於各立柱間橫向穿置鋼 肋—幵乂成構&外牆,及以鋼筋鋪置在樓承板頂Φ。再將水 電&路配置在立柱間。之後,將底板以『乾式施工的鎖固 方式』、,直接鎖固在立柱及鋼筋所形成的構造外牆内側。 再矿構化外‘之承載設計配置擴張網,使擴張網架固在立 柱及鋼筋所形成的構造外牆外側。最後,將混凝土洗注在 $ 4頁 本紙張1度_ (5^規格(21Q χ挪在 -----------------—訂---------^^9— (請先閱讀背面之注意事項再填寫本頁) 經 濟 部 智 慧 財 產 局 員 工 消 費 合 作 社 印 ΦΙ 494169 A7 B7 底板與擴張 板、擴張網 表面及樓承 【圖式之簡 本發明 圖式之較佳 式中: 第一圖 第二圖 樓承板與構 第三圖 是由立柱、 第四圖 五、發明說明( 網間,使混凝土完全包覆立柱、鋼筋及並與底 形成一體之結構,再以噴凝土喷塗在構造外牆 板表面,並將表面抹平。 單說明】 所採用之技術、手段及優點,在以下配合參考 實施例的詳細說明中,將可清楚的明白,在圖 是一剖視圖,說明一般構造外牆的結構; 是一流程圖,說明本發明一鋼骨結構樑、柱、 造外牆之間成無接頭裝置及工法的作業流程》 是該較佳實施例的立體分解圖,說明構造外膽 鋼筋、底板及擴張網所建築而成; 是該較佳實施例的立體圖,說明鋼樑、鋼柱與 置 配 牆 外 造 構 明 說 圖 體 立 的 例 ;施 形實 It佳 築較 建該 的是 筋圖 鋼五 、 第 柱 立 施 的 業 作 漿 灌 明 說 圖 體 立 的 例 施 ; 實 形佳 情較 築該 建是 的圖 路六 管第 電 水 -------------^-----------------線 (請先閱讀背面之注意事項再填寫本頁) 經濟部智慧財產局員工消費合作社印製 牆 外 造 構 明 說 圖 視 剖 體 立 的 例 施 實 佳 較 該 是 圖 •, 七 形第 情 工 結 的 層 樓 - 每 明 說 圖 視 剖 的 例 施 實 ;佳 構較 結該 的是 後圖 成八 完第 構 ^一一》 板 承 樓 Λ 柱 Λ 樑 構 結 骨 鋼 之 明1發 明本 說, 細圖 詳三 之、 例二 施第 。 實閱 係 佳參 關 較 構 ί 頁 5 第 本紙張尺度適用中國國家標準(CNS)A4規格(210 X 297公釐) 經濟部智慧財產局員工消費合作社印製 494169 A7 B7_ 五、發明說明(4 ) 與構造外牆之間成無接頭裝置及工法的較佳實施例是包含 下列步驟: 步驟一:建構鋼骨 參閱第四圖,以Η型鋼樑31、Η型鋼柱32建構成鋼 骨結構,並以樓承板33邊側搭置鋼樑3 1頂面靠近内邊側 處,使樓承板3 3位於鋼樑3 1、鋼柱3 2間而能區隔每一樓 層。 步驟二:安裝立柱與鋼筋 依工程設計圖將欲施工之位置正確標示在鋼骨結構的 鋼樑31、鋼柱3 2上,再依放樣位置等距排列立柱41,並 將立柱41焊固在鋼骨結構上、下相鄰鋼樑3 1的外側面, 其中,上下相鄰接的立柱4 1則以滿焊的方式對接焊固,該 立柱 41的斷面概呈匚型,且由上而下橫向設有數穿孔 4 1 1,可供數鋼筋42橫向穿置在各立柱4 1的穿孔4 1 1間形 成構造外牆40,及以鋼筋42鋪置在樓承板3 3頂面。 步驟三:配置水電 參閱第五圖,將水電管路43配置在立柱4 1間。 步驟四:室内結構施工 參閱第六圖,將底板44以乾式施工的鎖固方式,直接 以螺釘441螺穿底板44及立柱41,將底板44鎖固在立柱 41、鋼筋42、水電管路43内側,而該底板44可為ALC 板、矽酸鈣板、強化水泥板、石膏板,且鎖固迅速、施工 容易,可以使室内牆面保持平整。 步驟五:室外結構施工 第6頁 本紙張尺度適用中國國家標準(CNS)A4規格(210 X 297公釐) ---------------- l·—訂--------- (請先閱讀背面之注意事項再填寫本頁)^ 4169 V. Description of the invention (2) There is back pressure, side pressure is too large, or the mold collapse due to the heavy floor, so the concrete 24 with coarse aggregate (mixed with crushed stone) cannot be used, resulting in the construction of external walls. The structural strength of 20 is limited, not only is not easy to construct, but there is a honeycomb phenomenon formed in the concrete 24 due to lack of tamping. The joints or locking positions of each floor are also prone to the lack of dry solid residue of the seepage slurry, which causes the surface of the structural outer concrete Residual material left after the mixed weight soil 2 4 dries and solidifies, and the flatness of the wall is destroyed, and there must be subsequent leveling operations. [Summary of Creation] Therefore, the object of the present invention is to provide a steel construction beam, column, floor bearing plate and structural exterior wall with a rapid construction and low cost. Into a jointless device and method. Therefore, the jointless device and construction method between the steel-reinforced structural beams, columns, floor slabs and structural exterior walls of the present invention include the following steps: 1. Constructing steel skeletons. 1. Installing columns and steel bars. 3. Configuring hydropower. 4. Construction of indoor structure, 5. Construction of outdoor structure, 6. Grouting.纟 It is mainly made of steel beams and steel to form a steel frame structure, and it is placed between steel beams and steel columns to separate each-floor H '. According to the design plan, the position to be constructed is correctly marked on the steel of the steel frame structure. On the beams and steel columns, the columns are fixed equally between the steel beams and steel columns of the steel structure according to the lofting position, and the steel ribs are interposed horizontally between the columns-幵 乂 成 构 & Reinforcement is laid on the top of the floor slab Φ. Hydropower & roads are then arranged between the columns. After that, the bottom plate was directly locked to the inside of the exterior wall of the structure formed by the pillars and steel bars in the "dry construction locking method". The bearing design of the remineralized structure is configured with an expansion net, so that the expansion net is fixed on the outside of the structural outer wall formed by the columns and steel bars. Finally, the concrete was washed on $ 4 pages of this paper at 1 degree _ (5 ^ size (21Q χ moved in --------------------- order -------) -^^ 9— (Please read the precautions on the back before filling out this page) Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs ΦΙ 494169 A7 B7 Base plate and expansion plate, expansion net surface and floor bearing In the preferred form of the drawing: the first picture, the second picture, the floor plate and the structure, the third picture is composed of columns, the fourth picture, and the fifth description of the invention (internet, so that the concrete completely covers the columns, steel bars, and forms with the bottom The integrated structure is sprayed with sprayed clay on the surface of the exterior wall panel, and the surface is smoothed. Single description] The technology, means and advantages adopted will be clear from the detailed description in conjunction with the reference examples below. It is understood that the figure is a cross-sectional view illustrating the structure of a general exterior wall; it is a flowchart illustrating the operation process of a jointless device and construction method between a steel-framed beam, column, and external wall of the present invention. A perspective exploded view of the preferred embodiment, illustrating the construction of the outer steel reinforcement, floor and expansion mesh It is a three-dimensional view of the preferred embodiment, illustrating an example of a clear plan for the construction of steel beams, columns, and walls. The shape of the steel structure is better than that of the steel structure. Zhu Lishi's practice of slurry irrigation clearly states the example of the figure body; the solid shape is better than the six-pipe electric water of the road of the building ------------- ^ --- -------------- Line (Please read the precautions on the back before filling out this page) Example of a printed out-of-wall illustration of an printed wall printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs Shi Shijia is more than a picture, the seven-story building with a complex structure-every example of the figure is a practical example; the better structure is the final picture with a complete structure. Λ Pillar Λ Beam structured with bone steel The invention is described in detail, detailed drawings are detailed in detail, and the second example is applied. Page 5 The actual reading is Jiashenguan comparative structure. Page 5 The paper standard is applicable to China National Standard (CNS) A4. (210 X 297 mm) Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs 494169 A7 B7_ V. Description of Invention (4) The preferred embodiment for constructing a jointless device and construction method between exterior walls includes the following steps: Step 1: Constructing the steel frame Referring to the fourth figure, the steel beam structure 31 is constructed with a concrete beam 31 and a steel column 32, and Steel beams 31 are superposed on the side of the floor bearing plate 33 near the inner side, so that the floor bearing plate 3 3 is located between the steel beam 31 and the steel pillar 3 2 to distinguish each floor. Step 2: Install the columns and steel bars. According to the engineering design drawings, correctly mark the positions to be constructed on the steel beams 31 and 32 of the steel frame structure, and then arrange the columns 41 at an equal distance according to the stake out position, and weld the columns 41 to it. The outer sides of the steel beam structure adjacent to the upper and lower steel beams 31, among which the upright adjacent columns 41 are butt-welded in a fully welded manner. The cross-section of this upright column 41 is generally 匚 -shaped, and A number of perforations 4 1 1 are provided on the lower side, and a number of reinforcing bars 42 can be horizontally inserted between the perforations 4 1 1 of each column 41 to form a structural outer wall 40, and the reinforcing bars 42 are laid on the top surface of the floor plate 33. Step 3: Configure Hydropower Refer to the fifth figure and arrange the hydropower pipeline 43 between the columns 41. Step 4: Refer to the sixth figure for the construction of the indoor structure. The bottom plate 44 is locked in dry construction by screwing the bottom plate 44 and the pillar 41 with screws 441 directly. The bottom plate 44 can be an ALC board, a calcium silicate board, a reinforced cement board, or a gypsum board, and is fast-locked and easy to construct, which can keep the interior wall surface flat. Step 5: Outdoor structure construction Page 6 This paper size is applicable to China National Standard (CNS) A4 (210 X 297 mm) ---------------- l · —Order- ------- (Please read the notes on the back before filling this page)

經濟部智慧財產局員工消費合作社印製 494169 五、發明說明(5) 依構造牆4 0之承載設計配置擴張網4 5 (為熱浸鍍鋅薄 鋼板予以沖壓成型),及以螺釘45 1螺穿該擴張網45及立 柱41,使擴張網45架固在立柱41、鋼筋42、水電管路43 外側,可以利用網孔排除灌漿時的氣隙。 步驟六:灌漿作業 參閱第七、八圖,將混凝土 4 6澆注在底板4 4與擴張 網4 5間,使混凝土 4 6除了能完全包覆立柱41、鋼筋4 2 及水電管路43,並與底板44、擴張網45形成一體之結構 外,也可以順沿底板44與樓承板33間的間隙流至樓承板 3 3表面,最後,朝擴張網4 5表面及樓承板3 3表面噴塗噴 凝土 4 7,其噴塗方式以多層次喷漿法喷塗至預定厚度,然 後將表面抹平使牆面及每一樓層約達完成面厚度,再行粉 光、批土、油漆...等裝飾工作。 歸納上述,本發明之鋼骨結構樑、柱、樓承板與構造 外牆之間成無接頭裝置及工法實已具有如下所列之優點及 功效: 由於本發明建築完成的構造外牆40 —面是以乾式施 工法固結底板44,另一面是以固結擴張網4 5再噴塗噴凝 土 4 7的方式,因此,在一面封閉一面可以透氣的情形下, 一方面可以藉由底板44避免混凝土 46有流失過多的情 形,另外一方面可以藉由擴張網4 5排除氣隙。所以,本發 明只須在構造外牆40外側面有一道噴塗作業,且不會有背 壓、側壓太大的情形。藉此,本發明不但可以使用粗骨材 的混凝土 46提昇結構強度外,還能縮減建築工時、降低成 第7頁 本紙張尺度適用中國國家標準(CNS)A4規格(210 X 297公釐) -------------裝--------訂---------線 (請先閱讀背面之注意事項再填寫本頁) 494169 A7 _B7_ 五、發明說明(6 ) 本,相對的,也會產生減少的建築廢棄物,而能符合環保 及經濟效益,且施工容易、不會有蜂寓現象所造成的滲流 龜作 不利皆 易平 當專, 不整 ,請飾 , 的 已申修 度要 而明與 強必 例發化 構不 施本變 結免 實依效 保避 佳凡等 確,。較大的 , 高fi之即單 。 失提便明,簡内 流度方發圍之圍 之整及本範作範 漿平性為之所之 砂面用僅施容蓋 泥牆實,實内涵 水使具者明書利 少,更述發明專 減水明所本說明 效滲發上定作發 有易本以限創本 , 不使惟 此及屬 液與, 以圍仍 漿裂業 能範應 ----------'0^---- l·---訂----- (請先閱讀背面之注意事項再填寫本頁)Printed by the Employees ’Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs 494169 V. Description of the invention (5) Expansion net 4 5 (for hot-dip galvanized sheet steel), and 45 45 screws Through the expansion net 45 and the column 41, the expansion net 45 is fixed on the outside of the column 41, the steel bar 42, and the water and electricity pipeline 43, and the air gap during grouting can be eliminated by using the mesh. Step 6: Refer to Figures 7 and 8 for grouting, and pour concrete 4 6 between the base plate 4 4 and the expansion mesh 4 5 so that the concrete 4 6 can completely cover the columns 41, steel bars 4 2 and the water and electricity pipelines 43. In addition to the structure integrated with the floor 44 and the expansion net 45, it can also flow along the gap between the floor 44 and the floor support 33 to the surface of the floor support 3 3, and finally, toward the surface of the expansion mesh 4 5 and the floor support 3 3 The surface is sprayed with sprayed clay 4 and its spraying method is sprayed to a predetermined thickness by a multi-layer spraying method, and then the surface is smoothed to make the wall and each floor approximately the thickness of the finished surface, and then powdered, soil and paint are applied. ... and so on. To sum up, the jointless device and construction method between the steel-framed structural beams, columns, floor plates and structural exterior walls of the present invention have the following advantages and effects: The bottom surface 44 is consolidated by the dry construction method, and the other side is the consolidation expansion mesh 4 5 and then sprayed with condensed soil 4 7. Therefore, in the case where one side is closed and the other side is breathable, the bottom plate 44 can be used on the one hand. To avoid excessive loss of concrete 46, on the other hand, the air gap can be eliminated by expanding the mesh 45. Therefore, the present invention only needs to perform a spraying operation on the outer surface of the structural exterior wall 40, and there will be no back pressure or side pressure. In this way, the present invention can not only use coarse concrete 46 to improve the structural strength, but also reduce the construction man-hours and reduce it to page 7. This paper applies the Chinese National Standard (CNS) A4 specification (210 X 297 mm) ------------- install -------- order --------- line (please read the precautions on the back before filling this page) 494169 A7 _B7_ five 6. Description of the invention (6) Relatively speaking, it will also reduce the construction waste, which can meet environmental protection and economic benefits, and is easy to construct without seepage turtles caused by bee colonization. If you do n’t know the whole, please show that the applied degree must be clear and strong. Make sure that you do n’t implement this change, avoid the actual effect, and avoid Jiafan. Larger, high fi is single. It will be clear from the loss, the internal flow of Fang Fawei and the smooth surface of this model are only used to cover the mud wall, and the connotation of the water makes the written book less beneficial. More specifically, the invention is specifically designed to reduce the amount of hair loss in the instructions of the Shuiming Institute. It is intended to limit the cost of creation. -'0 ^ ---- l · --- Order ----- (Please read the notes on the back before filling this page)

— !SI 經濟部智慧財產局員工消費合作社印製 頁 8 第 本紙張尺度適用中國國家標準(CNS)A4規格(210 X 297公釐) 494169 A7 B7 五、發明說明(7 ) 【元件標號對照】 1 1 ... •鋼 樑 12... •鋼 柱 21 ... •立 柱 22... •鋼 筋 23... •擴 張網 24... •混 凝 土 31 ... .鋼 樑 32... •鋼 柱 3 3... •樓 承板 40... .構造外牆 41 ... •立 柱 411. .•穿 42... •鋼 筋 43... •水 電管路 44"· •底 板 441 · • •螺 釘 (請先閱讀背面之注意事項再填寫本頁) 經濟部智慧財產局員工消費合作社印製 網土土 張凝凝 擴混 噴 5 6 7 4 4 4 第 9 頁 本紙張尺度適用中國國家標準(CNS)A4規格(210 X 297公釐)—! SI Printed by the Intellectual Property Bureau Employees' Cooperatives of the Ministry of Economic Affairs. Page 8 The size of this paper applies to China National Standard (CNS) A4 (210 X 297 mm) 494169 A7 B7 V. Description of the invention (7) [Comparison of component numbers] 1 1 ... • Steel beam 12 ... • Steel column 21 ... • Upright column 22 ... • Rebar 23 ... • Expansion net 24 ... • Concrete 31 .... Steel beam 32 .. • Steel column 3 3 ... • Floor plate 40 ... .Structural exterior wall 41 ... • Post 411.. • Wear 42 ... • Reinforcing steel 43 ... • Water and electricity pipeline 44 " · • Bottom plate 441 · • • Screws (please read the precautions on the back before filling this page) Printed on the net by the Intellectual Property Bureau of the Ministry of Economic Affairs, the Consumer Cooperatives, Coagulation, Condensation, Expansion and Spraying 5 6 7 4 4 4 Page 9 This paper is for China National Standard (CNS) A4 specification (210 X 297 mm)

Claims (1)

494169 A8 B8 C8 D8 六、申請專利範圍 1 · 一種鋼骨結構樑、柱、樓承板與構造外牆之間成無接 頭工法,包含下列步驟: (請先閱讀背面之注意事項再乳寫本頁) 步驟一:建構鋼骨及樓承板 以鋼樑、鋼柱建構成鋼骨結構,並以樓承板 搭置在鋼標、鋼柱間區隔每一樓層; 步驟二:安裝立柱與鋼筋 依工程設計圖將欲施工之位置正確標示在鋼 骨結構的鋼樑、鋼柱上,再依放樣位置將立 柱等距固定於鋼骨結構的鋼樑、鋼柱間,並 於各立柱間橫向穿置鋼筋,形成構造外牆, 及以鋼筋鋪置在樓承板頂面; 步驟三:配置水電 將水電管路配置在立柱間; 步驟四:室内結構施工 將底板以『乾式施工的鎖固方式』,直接鎖 固在立柱及鋼筋所形成的構造外牆内侧; 步驟五:室外結構施工 依構造外牆之承載設計配置擴張網,使擴張 網架固在立柱及鋼筋所形成的構造外牆外 側; 步驟六:灌漿作業 將混凝土澆注在底板與擴張網間,使混凝土 完全包覆立柱、鋼筋及水電管路,並與底板、 擴張網形成一體之結構,再以噴凝土噴塗在 第10頁 本紙張尺度適用中國g家標準(CNS) A4規格(210X297公釐) 494169 A8 B8 C8 D8 4、申請專利範圍 構造 2 .依據申請專利 板與構造外牆 板、 一種 頭裝 立柱 置鋼 在於 接鎖 有擴 凝土 之結 4.依據 板與 板、 矽酸鈣板 鋼骨結構 置,主要 等距固定 筋,供配 該構造外 固有底板 張網,再 完全包覆 構。 申請專利 構造外牆 矽酸鈣板 外牆表面及樓承板表面,並將表面抹平。 範圍第1項所述之鋼骨結構樑、柱、樓承 之間成無接頭工法,其中,底板可為ALC 、強化水泥板、石膏板。 樑、柱、樓承板與構造外牆之間成無接 是以鋼樑、鋼柱建構成鋼骨結構,並以 於鋼樑、鋼柱間,及於各立柱間橫向穿 置水電管路後,形成構造外牆;其特徵 牆内側是以『乾式施工的鎖固方式』直 ,且依構造外牆之承載設計於外側配置 將混凝土澆注在底板與擴張網間,使混 立柱、鋼筋並與底板、擴張網形成一體 範圍第3項所述之鋼骨結構樑、柱、樓承 之間成無接頭裝置 德\中 ,底板可為ALC 強化水泥板、石膏v板 第11頁 本紙張尺度適用中國S家標準(CNS) A4規格(210X297公釐) -----------------------裝:-----------------,玎------------------線. (請先閲讀背面之注意事項再填寫本頁)494169 A8 B8 C8 D8 6. Scope of patent application 1 · A jointless construction method between steel frame beams, columns, floor slabs and structural exterior walls, including the following steps: (Please read the precautions on the back first and then write the script (Page) Step 1: Construct the steel frame and floor slab with steel beams and columns to form a steel frame structure, and lay the floor slab on each floor between steel labels and steel columns to separate each floor; Step 2: Install the columns and The steel bars are correctly marked on the steel beams and steel columns of the steel frame structure according to the engineering design drawing, and the columns are fixed to the steel beams and steel columns of the steel frame structure equidistantly according to the stake out position, and between the columns Rebars are penetrated horizontally to form a structural exterior wall, and reinforced is laid on the top surface of the floor slab; Step 3: Configure hydropower to arrange the water and electricity pipelines between the columns; Step 4: Indoor structure construction "Fixing method", directly locked on the inside of the structural exterior wall formed by the columns and steel bars; Step 5: The outdoor structure construction is configured with an expansion net according to the bearing design of the structural external wall, so that the expansion network frame is fixed on the columns and steel bars. Outside the external wall of the structure; Step 6: Grouting will pour the concrete between the floor and the expansion net, so that the concrete completely covers the columns, steel bars and water and electricity pipelines, and forms an integrated structure with the floor and the expansion net. Sprayed on page 10 This paper applies the Chinese standard (CNS) A4 specification (210X297 mm) 494169 A8 B8 C8 D8 4. The scope of the patent application structure 2. According to the patent application plate and the structure of the external wall panel, a head-mounted column The installation of steel is based on the connection of expanded concrete. 4. It is based on the steel structure of plate, plate, and calcium silicate plate. It is mainly equidistantly fixed ribs, which are equipped with the net of the base plate outside the structure, and then completely cover the structure. Apply for a patent Construct the exterior wall Calcium silicate board Surface of the external wall and floor slab, and smooth the surface. The jointless construction method between the steel-framed beams, columns, and floor supports described in item 1 of the scope, wherein the bottom plate can be ALC, reinforced cement board, gypsum board. The beams, columns, floor slabs and the structural exterior wall are connected by steel beams and steel columns to form a steel frame structure, and between the steel beams and steel columns, and horizontally penetrate the water and electricity pipelines between the columns. After that, a structural exterior wall is formed; the inside of the characteristic wall is straight by the “drying method of dry construction”, and the concrete is placed on the outside according to the bearing design of the structural exterior wall. Form an integrated range with the bottom plate and the expansion net to form a jointless device between the steel frame beams, columns, and floor supports described in Item 3. The bottom plate can be ALC reinforced cement board, plaster board, page 11 Applicable to China S Standard (CNS) A4 specification (210X297 mm) ----------------------- Installation: ---------- -------, 玎 ------------------ line. (Please read the notes on the back before filling this page)
TW90109026A 2001-04-16 2001-04-16 Jointless device and construction method between steel structural beam, column, floor deck with external structural wall TW494169B (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1948653B (en) * 2005-10-12 2010-05-26 汪右城 Precombined composite supporting frame construction method and its structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1948653B (en) * 2005-10-12 2010-05-26 汪右城 Precombined composite supporting frame construction method and its structure

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