TW202419718A - Systematic formation structure of reinforced concrete building - Google Patents
Systematic formation structure of reinforced concrete building Download PDFInfo
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- TW202419718A TW202419718A TW111142636A TW111142636A TW202419718A TW 202419718 A TW202419718 A TW 202419718A TW 111142636 A TW111142636 A TW 111142636A TW 111142636 A TW111142636 A TW 111142636A TW 202419718 A TW202419718 A TW 202419718A
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- reinforced concrete
- turning
- systematic
- flat plate
- joint
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- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 22
- 230000009897 systematic effect Effects 0.000 title claims abstract description 14
- 230000015572 biosynthetic process Effects 0.000 title abstract 3
- 230000003014 reinforcing effect Effects 0.000 claims description 10
- 239000000463 material Substances 0.000 claims description 6
- 239000002184 metal Substances 0.000 claims description 6
- 238000000465 moulding Methods 0.000 claims 3
- 238000005452 bending Methods 0.000 claims 2
- 230000008878 coupling Effects 0.000 description 12
- 238000010168 coupling process Methods 0.000 description 12
- 238000005859 coupling reaction Methods 0.000 description 12
- 238000010276 construction Methods 0.000 description 11
- 238000009415 formwork Methods 0.000 description 8
- 239000004567 concrete Substances 0.000 description 7
- 238000010586 diagram Methods 0.000 description 7
- 238000004519 manufacturing process Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 101001121408 Homo sapiens L-amino-acid oxidase Proteins 0.000 description 1
- 102100026388 L-amino-acid oxidase Human genes 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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Abstract
Description
本發明係有關一種系統化成型結構，特別是指一種鋼筋混凝土建築物系統化成型結構。The present invention relates to a systematic forming structure, in particular to a systematic forming structure of a reinforced concrete building.
一般房屋建造工程中，在完成鋼筋結構的固定後，即為混凝土的灌漿作業，而在灌漿作業中，需將建築模板鋪設於鋼筋結構的周緣以形成一個容置空間，讓人員能夠將混凝土灌漿在所述容置空間內，而待混凝土凝固成型後，便可將建築模板拆除以完成混凝土的灌漿作業。In general housing construction projects, after the reinforcement structure is fixed, the concrete grouting operation begins. During the grouting operation, the building formwork needs to be laid around the reinforcement structure to form a containing space so that workers can grout the concrete into the containing space. After the concrete solidifies and takes shape, the building formwork can be removed to complete the concrete grouting operation.
其中，在建築模板的鋪設過程中，相鄰的建築模板需透過一連結件進行組接，然而現有的建築模板結構與連結件結構通常為分開設計的，使得建築模板與連結件在連接時，容易產生公差或是發生相互偏離的狀況，導致施工品質下降。再者，一般建築模板的材料通常為木材且用完即棄，導致原有的建築模板具有裁切後剩餘廢料多、回收成本高以及環保效益低的問題。During the construction formwork installation process, adjacent construction formworks need to be connected via a connector. However, the existing construction formwork structure and the connector structure are usually designed separately, which makes it easy for the construction formwork and the connector to have tolerances or deviate from each other when connected, resulting in a decrease in construction quality. Furthermore, the material of general construction formworks is usually wood and is disposable after use, resulting in the existing construction formworks having the problems of a large amount of waste after cutting, high recycling costs, and low environmental benefits.
為解決上述課題，本發明揭露一種鋼筋混凝土建築物系統化成型結構，其係透過呈系統化設計的成型件及轉向件，讓成型件及轉向件連結時，能夠避免發生相互偏離或產生公差之狀況，以此達到提升施工品質之目的。To solve the above-mentioned problems, the present invention discloses a systematic forming structure of reinforced concrete buildings, which can avoid mutual deviation or tolerance when the forming parts and the turning parts are connected through systematically designed forming parts and turning parts, thereby achieving the purpose of improving construction quality.
為達上述目的，本發明一項實施例提供一種鋼筋混凝土建築物系統化成型結構，其包含複數成型件及一轉向件。各成型件具有一平板部及一第一結合部，平板部具有一寬度及一第一厚度，寬度介於15至90公分，第一厚度介於0.5至2.5公分，第一結合部沿平板部之第一厚度方向設於平板部之兩側，第一結合部沿平板部之第一厚度方向具有一第一高度，第一高度介於3至8公分；轉向件具有一第二結合部，第二結合部設於轉向件之兩側，第二結合部與第一結合部連結，以供轉向件連結於兩相鄰成型件之間，並使兩相鄰成型件之寬度方向呈相互不平行。To achieve the above-mentioned purpose, an embodiment of the present invention provides a reinforced concrete building systemized forming structure, which includes a plurality of forming parts and a turning part. Each forming part has a flat plate portion and a first joint portion, the flat plate portion has a width and a first thickness, the width is between 15 and 90 cm, the first thickness is between 0.5 and 2.5 cm, the first joint portion is arranged on both sides of the flat plate portion along the first thickness direction of the flat plate portion, the first joint portion has a first height along the first thickness direction of the flat plate portion, the first height is between 3 and 8 cm; the turning part has a second joint portion, the second joint portion is arranged on both sides of the turning part, the second joint portion is connected to the first joint portion, so that the turning part is connected between two adjacent forming parts, and the width directions of the two adjacent forming parts are not parallel to each other.
於本發明實施例中，各成型件具有一第一長度，第二結合部具有一第二長度及一第二高度，第二長度等於第一長度，第二高度等於第一高度。In the embodiment of the present invention, each molded part has a first length, the second joint portion has a second length and a second height, the second length is equal to the first length, and the second height is equal to the first height.
於本發明實施例中，轉向件係區分為一內轉向件及一外轉向件，內轉向件具有一第一連接部，外轉向件具有一第二連接部，第一連接部及第二連接部分別連接於第二結合部之間並供第二結合部呈現轉向之效果，以達成鋼筋混凝土建築物之成型需求。In the embodiment of the present invention, the turning piece is divided into an inner turning piece and an outer turning piece, the inner turning piece has a first connecting portion, and the outer turning piece has a second connecting portion. The first connecting portion and the second connecting portion are respectively connected between the second connecting portions and provide the second connecting portion with a turning effect to achieve the forming requirements of the reinforced concrete building.
於本發明實施例中，第一連接部具有一彎折段，彎折段供第一連接部呈L型。In the embodiment of the present invention, the first connecting portion has a bent section, and the bent section enables the first connecting portion to be L-shaped.
於本發明實施例中，第二連接部呈一字型。In the embodiment of the present invention, the second connecting portion is in a straight line shape.
於本發明實施例中，各成型件及轉向件為一體擠壓成型，各成型件及轉向件之材料為塑膠或金屬。In the embodiment of the present invention, each molded part and the turning part are extruded in one piece, and the material of each molded part and the turning part is plastic or metal.
藉此，本發明係透過呈系統化設計的成型件及轉向件，讓成型件及轉向件連結時，能夠避免發生相互偏離或產生公差之狀況，以此達到提升施工品質之目的。並且轉向件能夠根據使用者需求直接轉換，讓本發明具有使用方便之功效。Thus, the present invention uses a systemized design of the forming part and the turning part to prevent the forming part and the turning part from being deviated from each other or having a tolerance when connected, thereby achieving the purpose of improving the construction quality. In addition, the turning part can be directly replaced according to the needs of the user, making the present invention easy to use.
再者，本發明之成型件及轉向件係為一體擠壓成型，因此能夠達到減少製造成本之功效。並且成型件及轉向件之材質為塑膠或金屬，因此成型件及轉向件能夠達到重複利用之功效。Furthermore, the molded part and the turning part of the present invention are extruded in one piece, so the manufacturing cost can be reduced. Moreover, the molded part and the turning part are made of plastic or metal, so the molded part and the turning part can be reused.
為便於說明本發明於上述創作內容一欄中所表示的中心思想，茲以具體實施例表達。實施例中各種不同物件係按適於列舉說明之比例，而非按實際元件的比例予以繪製，合先敘明。In order to facilitate the explanation of the central idea of the present invention in the above-mentioned creative content column, a specific embodiment is used for expression. It is necessary to first explain that various objects in the embodiment are drawn in proportions suitable for enumeration and description, rather than in proportions of actual elements.
請參閱圖1至圖7所示，係揭示本發明實施例之鋼筋混凝土建築物系統化成型結構，其係鋪設於一鋼筋混凝土結構1之周緣，以分別形成一呈直線型的牆面2及一呈彎曲型的牆面3(如圖6及圖7所示)，並於牆面2及牆面3之間形成一個容置空間，使用者能夠將混凝土灌注於所述容置空間內，以供混凝土於所述容置空間硬化並將鋼筋包覆在內。其中，鋼筋混凝土建築物系統化成型結構包括複數成型件10及一轉向件20。Please refer to Figures 1 to 7, which disclose the reinforced concrete building system forming structure of the embodiment of the present invention, which is laid on the periphery of a reinforced
複數成型件10，各成型件10具有一平板部11及一第一結合部12。平板部11具有一寬度W及一第一厚度T1，寬度W介於15至90公分，第一厚度T1介於0.5至2.5公分；第一結合部12沿平板部11之第一厚度方向設於平板部11之兩側，第一結合部12沿平板部11之第一厚度方向具有一第一高度H1，第一高度H1介於3至8公分。其中，於本發明實施例中，寬度W之調整單位為5公分，使用者係根據所述調整單位進行寬度W之調整，以此讓成型件10能夠根據所述調整單位呈系統化的製作。A plurality of molded
如圖1、圖3及圖5所示，於本發明實施例中，各成型件10更包括有一加強部13，加強部13係沿平板部11之第一厚度方向凸設於第一結合部12之間，加強部13係能夠加強成型件10之強度，以避免成型件10於混凝土灌漿作業中，發生變形或是損壞的狀況，其中，如圖3及圖5所示，加強部13之數量為複數個，複數加強部13呈間隔設置，以此成型件10能夠透過複數個加強部13進一步的將強度提升，並防止發生變形或是損壞的狀況；如圖1所示，第一結合部12及加強部13具有一第二厚度T2，第二厚度T2介於0.5至2.5公分，藉此限制第二厚度T2，以使成型件10能夠呈系統化的製作。As shown in FIG. 1, FIG. 3 and FIG. 5, in the embodiment of the present invention, each molded
如圖1所示，於本發明實施例中，第一結合部12穿設有一第一固定孔121，第一固定孔121可供一固定件4(如圖6所示)穿設，使第一結合部12與轉向件20連結固定。其中，固定件4可為螺絲及螺帽之組合。As shown in FIG1 , in the embodiment of the present invention, the first
其中，成型件10係為一體擠壓成型，使本發明能夠減少製造成本，且成型件10之材質為塑膠(例如PE、PP或任意可回收塑膠材質)或金屬，因此成型件10能夠達到重複利用之功效；再者，成型件10具有一第一長度L1，第一長度L1依行業慣例通常為60公分或其倍數，但不以此為限，第一長度L1亦可依使用者需求隨意調整。Among them, the
轉向件20，其具有一第二結合部21，第二結合部21設於轉向件20之兩側，第二結合部21與第一結合部12連結，以供轉向件20連結於兩相鄰成型件10之間，並使兩相鄰成型件10之寬度方向呈相互不平行。其中，轉向件20係為一體擠壓成型，使本發明能夠減少製造成本，且轉向件20之材質為塑膠或金屬，因此轉向件20能夠達到重複利用之功效。The turning
如圖2至圖5所示，於本發明實施例中，第二結合部21具有一第二長度L2及一第二高度H2，第二長度L2等於第一長度L1，第二高度H2等於第一高度H1，以使第二結合部21能夠與第一結合部12相互吻合，防止第二結合部21與第一結合部12之連結處產生公差，並避免第二結合部21與第一結合部12相互偏移的情況發生。As shown in Figures 2 to 5, in the embodiment of the present invention, the
如圖2至圖5所示，於本發明實施例中，轉向件20係區分為一內轉向件20a及一外轉向件20b。內轉向件20a具有一第一連接部22a，外轉向件20b具有一第二連接部22b，第一連接部22a及第二連接部22b分別連接於第二結合部21之間，並且第一連接部22a及第二連接部22b係供第二結合部21呈相互不平行設置，以使連結於轉向件20(內轉向件20a及外轉向件20b)兩側之成型件10之寬度方向呈相互不平行設置。As shown in Fig. 2 to Fig. 5, in the embodiment of the present invention, the turning
其中，如圖2及圖3所示，於本發明實施例中，第一連接部22a具有一彎折段221a，彎折段221a供第一連接部22a呈L型，以使內轉向件20a能夠應用於一般房屋牆面之內轉角處；如圖4及圖5所示，第二連接部22b係呈一字型，以使外轉向件20b能夠應用於一般房屋牆面之外轉角處。As shown in FIGS. 2 and 3 , in the embodiment of the present invention, the first connecting
如圖2至圖5所示，於本發明實施例中，第二結合部21對應第一固定孔121穿設有一第二固定孔211，第二固定孔211及第一固定孔121供固定件4穿接，以固定第一結合部12及第二結合部21，並提高成型件10與轉向件20之連結處的強度。另外，於本發明其他實施例中，第一結合部12及第二結合部21亦可透過一夾持件以夾持方式相互結合。As shown in FIGS. 2 to 5 , in the embodiment of the present invention, the
如圖6及圖7所示，係揭示本發明實際之使用樣態，本發明係鋪設於鋼筋混凝土結構1之周緣，以分別形成呈直線型的牆面2及呈彎曲型的牆面3。其中，如圖6及圖7所示，各成型件10係透過第一結合部12相互連結，以供複數成型件10組成呈直線型的牆面2；如圖6及圖7所示，為了符合牆面3之內轉角設計，兩相鄰的成型件10係透過內轉向件20a相互連結，並且為了符合牆面3之外轉角設計，兩相鄰的成型件10係透過具有外轉向件20b相互連結。As shown in FIG6 and FIG7, the actual use of the present invention is disclosed. The present invention is laid on the periphery of the reinforced
藉此，本發明係透過呈系統化設計的成型件10及轉向件20，讓成型件10及轉向件20連結時，能夠避免發生相互偏離或產生公差之狀況，以此達到提升施工品質之目的。並且轉向件20能夠根據使用者需求直接轉換，讓本發明具有使用方便之功效。Thus, the present invention uses a systematic design of the forming
再者，本發明之成型件10及轉向件20係為一體擠壓成型，因此能夠達到減少製造成本之功效。並且成型件10及轉向件20之材質為塑膠或金屬，因此成型件10及轉向件20能夠達到重複利用之功效。Furthermore, the
雖然本發明是以一個最佳實施例作說明，精於此技藝者能在不脫離本創作精神與範疇下作各種不同形式的改變。以上所舉實施例僅用以說明本創作而已，非用以限制本創作之範圍。舉凡不違本創作精神所從事的種種修改或改變，俱屬本創作申請專利範圍。Although the present invention is described with a preferred embodiment, those skilled in the art can make various changes without departing from the spirit and scope of the present invention. The above embodiments are only used to illustrate the present invention and are not used to limit the scope of the present invention. All modifications or changes that do not violate the spirit of the present invention are within the scope of the patent application of the present invention.
1:鋼筋混凝土結構
2:牆面
3:牆面
4:固定件
10:成型件
11:平板部
12:第一結合部
121:第一固定孔
13:加強部
20:轉向件
20a:內轉向件
20b:外轉向件
21:第二結合部
211:第二固定孔
22a:第一連接部
22b:第二連接部
221a:彎折段
W:寬度
H1:第一高度
H2:第二高度
T1:第一厚度
T2:第二厚度
L1:第一長度
L2:第二長度
1: Reinforced concrete structure
2: Wall
3: Wall
4: Fixing piece
10: Forming piece
11: Flat plate
12: First joint
121: First fixing hole
13: Reinforcement
20: Turning
[圖1]係本發明實施例之成型件之立體外觀示意圖。 [圖2]係本發明實施例之內轉向件之立體外觀示意圖。 [圖3]係本發明實施例之實際連接示意圖，用以表示成型件透過內轉向件相互連結。 [圖4]係本發明實施例之外轉向件之立體外觀示意圖。 [圖5]係本發明實施例之實際連接示意圖，用以表示成型件透過外轉向件相互連結。 [圖6]係本發明實施例之實際使用樣態立體示意圖，用以表示本發明之實際鋪設狀況。 [圖7]係本發明實施例之實際使用樣態俯面示意圖，用以表示本發明之實際鋪設狀況。 [Figure 1] is a three-dimensional schematic diagram of the appearance of the molded part of the embodiment of the present invention. [Figure 2] is a three-dimensional schematic diagram of the appearance of the inner turning part of the embodiment of the present invention. [Figure 3] is a schematic diagram of the actual connection of the embodiment of the present invention, which is used to show that the molded parts are connected to each other through the inner turning part. [Figure 4] is a three-dimensional schematic diagram of the appearance of the outer turning part of the embodiment of the present invention. [Figure 5] is a schematic diagram of the actual connection of the embodiment of the present invention, which is used to show that the molded parts are connected to each other through the outer turning part. [Figure 6] is a three-dimensional schematic diagram of the actual use state of the embodiment of the present invention, which is used to show the actual laying state of the present invention. [Figure 7] is a top view schematic diagram of the actual use state of the embodiment of the present invention, which is used to show the actual laying state of the present invention.
1:鋼筋混凝土結構 1: Reinforced concrete structure
2:牆面 2: Wall
3:牆面 3: Wall
4:固定件 4: Fixing parts
10:成型件 10: Molded parts
12:第一結合部 12: First joint
20:轉向件 20: Steering parts
20a:內轉向件 20a: Inner steering element
20b:外轉向件 20b: External steering member
Claims (10)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW111142636A TWI805521B (en) | 2022-11-08 | 2022-11-08 | Systematic formation structure of reinforced concrete building |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW111142636A TWI805521B (en) | 2022-11-08 | 2022-11-08 | Systematic formation structure of reinforced concrete building |
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| Publication Number | Publication Date |
|---|---|
| TWI805521B TWI805521B (en) | 2023-06-11 |
| TW202419718A true TW202419718A (en) | 2024-05-16 |
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| CN102704672B (en) * | 2012-06-28 | 2015-03-18 | 天津住宅集团建设工程总承包有限公司 | Installation construction method for large all-steel formwork at internal corner of shear wall |
| TWI743537B (en) * | 2019-08-18 | 2021-10-21 | 安翊企業股份有限公司 | Systematic formwork for construction |
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