TWI770515B - Pre-embedding construction member, construction structure and method for fastening and removing the pre-embedding construction member - Google Patents
Pre-embedding construction member, construction structure and method for fastening and removing the pre-embedding construction member Download PDFInfo
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本發明係有關於一種建築預埋構件結構與固定和拆卸該建築預埋構件之施工方法,特別是一種可增加錨固力之建築預埋構件結構與固定和拆卸該建築預埋構件之施工方法。 The present invention relates to a building embedded component structure and a construction method for fixing and dismantling the building embedded component, in particular to a building embedded component structure that can increase the anchoring force and a construction method for fixing and dismantling the building embedded component.
一般建築物之鋼筋混凝土結構(無論是預鑄鋼筋混凝土結構或非預鑄鋼筋混凝土結構)構築過程中,在完成鋼筋綁紮作業後,即需要構築模板結構,以供後續混凝土的澆灌作業。傳統的建築方式多使用木製模板,然而隨著材料技術的演進,土木營建作業亦有不同種類的模板材料可供選擇,例如鋼製模板、塑膠模板或鋁製模板等。而其中近年來鋁製模板的應用日漸增加,其原因在於鋁製模板的重量比鋼製模板製造成本低,且重量較輕便於施工。使用鋁製模板施工後完成之鋼筋混凝土表面光滑平整度又較使用傳統木製模板高,且鋁製模板能重複使用的次數相當高。此外,使用鋁製模板施工過程不需使用到木料,可讓工地保持乾淨與減少工程廢棄物。儘管鋁製模板的成本較傳統木製模板稍高,然而不管在建築物成品的外觀品質上, 及可多次重複利用的優勢上,皆非傳統木製模板可比擬。上述優點使得不管是在建築現場或是在預鑄工廠,使用鋁製模板構築鋼筋混凝土結構成為被廣泛應用的施工方式。 In the construction process of the reinforced concrete structure of general buildings (whether it is a reinforced concrete structure or a non-reinforced concrete structure), after the steel bar binding operation is completed, a formwork structure needs to be constructed for the subsequent concrete pouring operation. Traditional construction methods mostly use wooden formwork. However, with the evolution of material technology, different types of formwork materials are available for civil construction operations, such as steel formwork, plastic formwork or aluminum formwork. Among them, the application of aluminum formwork has been increasing in recent years. The reason is that the weight of aluminum formwork is lower than that of steel formwork, and the weight is lighter and easier to construct. The surface smoothness and flatness of the finished reinforced concrete after using the aluminum formwork is higher than that of the traditional wooden formwork, and the aluminum formwork can be reused for a very high number of times. In addition, the use of aluminum formwork construction process does not require the use of wood, which can keep the site clean and reduce engineering waste. Although the cost of aluminum formwork is slightly higher than that of traditional wooden formwork, regardless of the appearance quality of the finished building, In terms of advantages and can be reused many times, it is not comparable to traditional wooden formwork. The above advantages make the use of aluminum formwork to construct reinforced concrete structures to be a widely used construction method, whether on construction sites or in Pingxuan factories.
為了構築鋼筋混凝土結構,在建築現場或預鑄工廠完成鋼筋綁紮及鋁製模板構築作業後,以及在澆灌混凝土作業之前,必須先完成預佈管線之工程,以在鋼筋混凝土結構完成後,結構內即具有各種不同的內部配線管路,以供能夠進行例如水電管線、公共管線、或是強電/弱電系統的配置作業。在鋼筋混凝土結構中的配線管路常會需要使用某些特定的預埋構件作為特定接頭或為中繼管件之用,此等特定的預埋構件包含例如為電氣接線盒、彎管接頭、樓板接頭、穿樑套管、穿樑套管座或吊子等構件。上述預埋構件係固定於鋼筋混凝土結構中的預定位置上,且通常會有一部分曝露於鋼筋混凝土結構表面上。換言之,上述預埋構件並非完全嵌埋於鋼筋混凝土結構中,而係部分曝露於鋼筋混凝土結構外並可觸及,並進行進一步例如配管或接線等施工作業。因此,在將此等預埋構件固定於預定位置時,必須使預埋構件有一部分緊密接觸鋁製模板,並且在灌漿作業進行時不會移位或產生漏漿。如此一來,完成灌漿作業並且拆模後,預埋構件方能位於吻合圖面之預定位置上而可使用。 In order to construct the reinforced concrete structure, after the steel bar binding and the construction of the aluminum formwork are completed at the construction site or in the factory, and before the concrete pouring operation, the pre-distribution of the pipeline must be completed. That is to say, there are various internal wiring pipelines, for example, the configuration of water and electricity pipelines, public pipelines, or strong/weak current systems can be performed. The distribution pipeline in the reinforced concrete structure often needs to use some specific embedded components as specific joints or as relay pipe fittings. These specific embedded components include, for example, electrical junction boxes, elbow joints, floor joints , Beam casing, beam casing seat or hanger and other components. The above-mentioned pre-embedded components are fixed at predetermined positions in the reinforced concrete structure, and usually a part is exposed on the surface of the reinforced concrete structure. In other words, the above-mentioned pre-embedded components are not completely embedded in the reinforced concrete structure, but are partially exposed and accessible outside the reinforced concrete structure, and further construction operations such as piping or wiring are performed. Therefore, when fixing these pre-embedded components at predetermined positions, it is necessary to make a part of the pre-embedded components in close contact with the aluminum formwork, and not to shift or generate grout leakage during the grouting operation. In this way, after the grouting operation is completed and the formwork is removed, the pre-embedded component can be located in a predetermined position that matches the drawing surface and can be used.
習知固定上述預埋構件之方法,例如係將預埋構件以自攻螺絲先鎖固於鋁製模板上,隨後鋪設鋼筋並以鐵絲將預埋構件綁紮固定於鋼筋上,再於灌漿作業前拆除自攻螺絲,隨後進行混凝土澆灌作業後卸除鋁製模板而使預埋構件之部分曝露於鋼筋混凝土結構之外。另一種方式係在鋁製模板上預定固定預埋構件之位置,鑽出複數個穿孔,並以鐵絲穿過預埋構件本身用於固定之穿孔並穿過鋁製模板 之對應穿孔,隨後施工人員將各鐵絲分別纏繞,以將預埋構件固定於鋁製模板上方之預定位置上。待預埋構件固定於鋁製模板上方後,進行灌漿作業。上述習知施工方式的缺點在於步驟繁冗,特別是利用鐵絲固定預埋構件的方式,不僅需要在鋁製模板的板面上下分別進行固定預埋構件的施工作業,且在拆除模板時必須先鬆開或剪除鋁製模板板面下方的經纏繞之鐵絲,方能進行拆除鋁製模板的作業。 The conventional method for fixing the above-mentioned pre-embedded components, for example, is to first lock the pre-embedded components on the aluminum formwork with self-tapping screws, then lay steel bars and bind the embedded components to the steel bars with iron wires, and then before the grouting operation. Remove the self-tapping screws, and then remove the aluminum formwork after the concrete pouring operation, so that part of the embedded components is exposed to the reinforced concrete structure. Another way is to predetermine the position of fixing the embedded components on the aluminum formwork, drill a plurality of perforations, and use iron wires to pass through the perforations used for fixing the embedded components themselves and pass through the aluminum formwork Corresponding perforations, and then the construction personnel will wind each wire separately to fix the embedded components on the predetermined position above the aluminum formwork. After the embedded components are fixed above the aluminum formwork, the grouting operation is carried out. The disadvantage of the above-mentioned conventional construction method is that the steps are cumbersome, especially the method of using iron wire to fix the embedded components, not only the construction work of fixing the embedded components on the upper and lower plates of the aluminum formwork is required, but also when the template is removed, it must be loosened first. The removal of the aluminum formwork can only be carried out by opening or cutting off the wound wire under the surface of the aluminum formwork plate.
由上述可知,習知關於在鋼筋混凝土結構中埋附上述預埋構件的施工方式步驟繁瑣,無法達成現今構築建築物的快速施工的要求。此外,由於上述預埋構件係部分在鋼筋混凝土結構完成後,係部分曝露於鋼筋混凝土結構外,且部分位於鋼筋混凝土結構內,因此預埋構件於鋼筋混凝土結構中的錨固力之大小,對於預埋構件是否能長期穩固地嵌埋於鋼筋混凝土結構中而不會因長久使用或因外力而鬆動,有重大的影響。 As can be seen from the above, the conventional construction method for embedding the above-mentioned pre-embedded components in a reinforced concrete structure has complicated steps, and cannot meet the requirements of rapid construction for building a building today. In addition, since part of the above-mentioned pre-embedded components are partially exposed to the outside of the reinforced concrete structure after the reinforced concrete structure is completed, and part of them are located in the reinforced concrete structure, the anchoring force of the pre-embedded components in the reinforced concrete structure is very important for the pre-fabricated components. Whether the embedded components can be firmly embedded in the reinforced concrete structure for a long time without loosening due to long-term use or external force has a significant impact.
鑑於上述,如何改良預埋構件以加大預埋構件與鋼筋混凝土結構之間的錨固力,使預埋構件能夠長期穩固定保持於鋼筋混凝土結構中以增加使用年限,以及如何以一快速的施工方式將預埋構件固定於鋁製模板上,並使後續混凝土澆灌及拆模作業能快速進行以加快鋼筋混凝土結構的構築速度,實為業界企盼解決的問題。 In view of the above, how to improve the embedded components to increase the anchoring force between the embedded components and the reinforced concrete structure, so that the embedded components can be stably maintained in the reinforced concrete structure for a long time to increase the service life, and how to use a rapid construction The method fixes the embedded components on the aluminum formwork, and enables the subsequent concrete pouring and formwork removal operations to be carried out quickly to speed up the construction of the reinforced concrete structure, which is a problem that the industry hopes to solve.
本發明之一目的在於提供一種預埋構件之結構,使其與鋼筋混凝土結構之間的錨固力能夠提升。 One object of the present invention is to provide a structure of a pre-embedded component, which can enhance the anchoring force between the embedded component and the reinforced concrete structure.
本發明之目的在於提供一種將預埋構件固定至鋁製模板之方法,使在一建築現場或預鑄工廠建造鋼筋混凝土結構之施工速 度能夠提升。 The object of the present invention is to provide a method for fixing embedded components to aluminum formwork, so as to speed up the construction of reinforced concrete structures on a construction site or in a factory. degree can be improved.
為達上述目的,本發明提供一種以電氣接線盒為例之預埋構件,包括:一頂板;及一周圍側板,該周圍側板連接於該頂板之一周緣處,並自該頂板向下延伸,以與該頂板共同界定該電氣接線盒之一內部空間,該周圍側板具有至少一個電氣接孔;其中至少一凹槽或至少一凸部形成於該周圍側板之一外表面上。 In order to achieve the above object, the present invention provides a pre-embedded component taking an electrical junction box as an example, comprising: a top plate; and a peripheral side plate, the peripheral side plate is connected to a periphery of the top plate and extends downward from the top plate, In order to define an inner space of the electrical junction box together with the top plate, the peripheral side plate has at least one electrical connection hole; wherein at least one groove or at least one convex portion is formed on an outer surface of the peripheral side plate.
為達上述目的,本發明提供一種以電氣接線盒為例之預埋構件,包括:一頂板;及一周圍側板,該周圍側板連接於自該頂板之一周緣內縮一距離處,並自該頂板向下延伸,以與該頂板界定該電氣接線盒之一內部空間,該周圍側板具有至少一個電氣接孔。 In order to achieve the above purpose, the present invention provides a pre-embedded component with an electrical junction box as an example, comprising: a top plate; The top plate extends downward to define an inner space of the electrical junction box with the top plate, and the peripheral side plate has at least one electrical connection hole.
為達上述目的,本發明提供一種以電氣接線盒為例之預埋構件,包括:一頂板;及一周圍側板,該周圍側板連接於自該頂板之一周緣內縮一距離處,並自該頂板向下延伸,以與該頂板界定該電氣接線盒之一內部空間,該周圍側板具有至少一個電氣接孔。 In order to achieve the above purpose, the present invention provides a pre-embedded component with an electrical junction box as an example, comprising: a top plate; The top plate extends downward to define an inner space of the electrical junction box with the top plate, and the peripheral side plate has at least one electrical connection hole.
為達上述目的,本發明提供一種以電氣接線盒為例之預埋構件,包括:一頂板;及一周圍側板,該周圍側板連接於該頂板之一周緣,並與該頂板界定該電氣接線盒之一內部空間,該周圍側板自該頂板朝向該內部空間之一中心軸線傾斜向下延伸,該周圍側板具有至少一個電氣接孔。 In order to achieve the above purpose, the present invention provides a pre-embedded component taking an electrical junction box as an example, comprising: a top plate; and a peripheral side plate, the peripheral side plate is connected to a periphery of the top plate and defines the electrical junction box with the top plate an inner space, the peripheral side plate extends downwardly obliquely from the top plate toward a central axis of the inner space, and the peripheral side plate has at least one electrical connection hole.
為達上述目的,本發明提出一種建築物結構,包括:一鋁製模板,包含複數個孔與其中;如前述之各種電氣接線盒之一者之預埋構件;以及複數個塑膠釘,包含複數個撓性環狀突起於其上,且經配置分別穿過該複數個凸耳以及埋設於該鋁製模板之該複數個孔 內;其中藉由該複數個塑膠釘之該複數個撓性環狀突起與該鋁製模板之該複數個孔之內表面之緊密結合,該電氣接線盒固定於該鋁製模板上。 In order to achieve the above object, the present invention provides a building structure, comprising: an aluminum template, including a plurality of holes and therein; a pre-embedded component of one of the aforementioned various electrical junction boxes; and a plurality of plastic nails, including a plurality of a flexible annular protrusion thereon is configured to pass through the plurality of lugs and the plurality of holes embedded in the aluminum template, respectively Inside; wherein the electrical junction box is fixed on the aluminum template by the tight combination of the plurality of flexible annular protrusions of the plurality of plastic nails and the inner surface of the plurality of holes of the aluminum template.
為達上述目的,本發明提出一種建築物結構,包括:一鋁製模板,包含複數個第一孔於其中;複數個預埋固定件,分別包含複數個撓性突起於其上以及複數個第二孔於其中,該複數個預埋固定件分別埋設於該鋁製模板之該複數個第一孔中;如前述之各種電氣接線盒之一者之預埋構件;以及複數個金屬釘,經配置分別穿過該電氣接線盒之該複數個凸耳以及該複數個預埋固定件之該複數個第二孔中。 In order to achieve the above object, the present invention proposes a building structure, comprising: an aluminum template, including a plurality of first holes therein; a plurality of pre-embedded fixing parts, respectively including a plurality of flexible protrusions on it and a plurality of first holes. There are two holes therein, and the plurality of pre-embedded fixing parts are respectively embedded in the plurality of first holes of the aluminum template; such as the pre-embedded parts of one of the aforementioned various electrical junction boxes; and a plurality of metal nails, through It is arranged to pass through the plurality of lugs of the electrical junction box and the plurality of second holes of the plurality of pre-embedded fixing parts respectively.
為達上述目的,本發明提出一種施工方法,包含:提供一鋁製模板;在該鋁製模板之一第一表面界定符合一預埋構件之一端面輪廓的一預定位置;以及將黏著劑塗覆於該預埋構件之該端面輪廓,並將該預埋構件黏附固定至該模板的該第一表面之該預定位置上。 In order to achieve the above object, the present invention provides a construction method, comprising: providing an aluminum formwork; defining a predetermined position on a first surface of the aluminum formwork that conforms to an end face contour of a pre-embedded component; and applying an adhesive Covering the end face contour of the embedded component, and adhering and fixing the embedded component to the predetermined position on the first surface of the template.
為達上述目的,本發明提出一種施工方法,包含:提供一鋁製模板;在該鋁製模板之一第一表面界定符合一預埋構件之一端面輪廓的一預定位置;以黏著劑塗覆於至少一模塊的一端面,並將該至少一模塊之該端面黏附固定至該模板的該第一表面上之該預定位置上,其中該至少一模塊具有一外周圍表面且該預埋構件具有界定一內部空間之一內周圍表面,該至少一模塊之該外周圍表面與該預埋構件之該內周圍表面相匹配;將該預埋構件之該內周圍表卡置於該至少一模塊之該外周圍表面,使該預埋構件固定至該模板之該第一表面之 該預定位置上。 In order to achieve the above object, the present invention provides a construction method, comprising: providing an aluminum formwork; defining a predetermined position on a first surface of the aluminum formwork that conforms to an end face contour of a pre-embedded component; coating with an adhesive on one end face of at least one module, and adhering and fixing the end face of the at least one module to the predetermined position on the first surface of the template, wherein the at least one module has an outer peripheral surface and the embedded component has Defining an inner peripheral surface of an inner space, the outer peripheral surface of the at least one module matches the inner peripheral surface of the embedded component; the inner peripheral surface of the embedded component is clamped on the at least one module The outer peripheral surface enables the embedded component to be fixed to the first surface of the formwork at the predetermined location.
1:電氣接線盒 1: Electrical junction box
1':電氣接線盒 1': Electrical Junction Box
1":電氣接線盒 1": Electrical Junction Box
2:鋁製模板 2: Aluminum formwork
3:固定件 3: Fixing parts
4:預埋構件 4: Embedded components
5:模塊 5: Modules
5':模塊 5': Module
11:頂板 11: Top plate
11':頂板 11': top plate
11":頂板 11": Top Plate
12:周圍側板 12: Surrounding side panels
12':周圍側板 12': Surrounding side panels
12":周圍側板 12": Surrounding side panels
13:內部空間 13: Interior Space
13':內部空間 13': interior space
13":內部空間 13": interior space
14:電氣接孔 14: Electrical contacts
14':電氣接孔 14': Electrical Contacts
14":電氣接孔 14": Electrical Contacts
15:凸耳 15: lugs
15':凸耳 15': lugs
15":凸耳 15": lugs
16:管接頭 16: Pipe joints
21:第一表面 21: First surface
22:預定位置 22: Predetermined location
23:第一孔 23: The first hole
31:塑膠釘 31: plastic nails
41:凸耳 41: lugs
42:穿孔 42: Perforation
44:內部空間 44: Interior Space
45:內周圍表面 45: Inner peripheral surface
51:外周圍表面 51: Outer peripheral surface
51':外表面 51': outer surface
52:端面 52: End face
52':端面 52': end face
111:周緣 111: Perimeter
111':周緣 111': Perimeter
111":周緣 111": Perimeter
121:側板 121: Side panel
121':側板 121': side panel
121":側板 121": side panel
122:凹槽 122: Groove
122':凹槽 122': groove
122":凹槽 122": groove
141:盲蓋 141: Blind cover
141':盲蓋 141': blind cover
141":盲蓋 141":Blind Cover
151:穿孔 151: Perforation
151':穿孔 151': perforated
151":穿孔 151": perforated
161:接管部分 161: Takeover part
162:凸緣部分 162: Flange part
163:輪廓表面 163: Contoured Surface
311:頭部 311: Head
312:桿部 312: Rod
313:突起 313: Protrusion
321':金屬釘 321': Metal Nails
321:膨脹管 321: Expansion tube
322:頭部 322: Head
322':頭部 322': head
323:桿部 323: Rod
323':桿部 323': stem
324:第二孔 324: Second hole
325:突起 325: Protrusion
A:錐角 A: Taper angle
C:中心軸線 C: central axis
C':中心軸線 C': central axis
C":中心軸線 C": central axis
D:距離 D: distance
d1:外徑 d1: outer diameter
d2:內徑 d2: inner diameter
P:管材 P: Pipe
S:鋼筋混凝土結構 S: Reinforced concrete structure
以下所描述的附圖僅是出於例示性目的,並非欲以任何方式限制本揭露之範疇。 The drawings described below are for illustrative purposes only and are not intended to limit the scope of the present disclosure in any way.
圖1展示依據本發明一較佳實施例之建築預埋構件。 FIG. 1 shows a building embedded component according to a preferred embodiment of the present invention.
圖2展示依據本發明另一較佳實施例之建築預埋構件。 FIG. 2 shows a building embedded component according to another preferred embodiment of the present invention.
圖3展示依據本發明再一較佳實施例之建築預埋構件。 FIG. 3 shows a building embedded component according to yet another preferred embodiment of the present invention.
圖4a至4d展示依據本發明之一較佳實施例之將管接頭接合至建築預埋構件之示意圖。 Figures 4a to 4d show schematic diagrams of joining a pipe joint to a prefabricated building component according to a preferred embodiment of the present invention.
圖5及圖6展示依據本發明之一較佳實施例之將建築預埋構件固定於鋁製模板上之施工方法。 FIG. 5 and FIG. 6 show a construction method for fixing a building embedded component on an aluminum formwork according to a preferred embodiment of the present invention.
圖7a展示依據本發明之一較佳實施例所選用之塑膠釘之結構示意圖。 FIG. 7a shows a schematic structural diagram of a selected plastic nail according to a preferred embodiment of the present invention.
圖7b展示依據本發明之一較佳實施例之使用塑膠釘將建築預埋構件固定至鋁製模板之示意圖。 FIG. 7b shows a schematic diagram of fixing the embedded building components to the aluminum formwork using plastic nails according to a preferred embodiment of the present invention.
圖8a展示依據本發明之一較佳實施例所選用之膨脹釘組合之結構示意圖。 FIG. 8a shows a schematic structural diagram of a selected expansion nail assembly according to a preferred embodiment of the present invention.
圖8b展示依據本發明之一較佳實施例之使用膨脹釘組將建築預埋構件固定至鋁製模板之示意圖。 FIG. 8b shows a schematic diagram of fixing the embedded building components to the aluminum formwork using the expansion nail set according to a preferred embodiment of the present invention.
圖9展示依據本發明之一較佳實施例之不利用固定件元件將建築預埋構件直接固定至鋁製模板之示意圖。 FIG. 9 shows a schematic diagram of directly fixing a building embedded component to an aluminum formwork without using a fixing element according to a preferred embodiment of the present invention.
圖10展示依據本發明之一較佳實施例之利用一模塊將建築預埋構件固定至鋁製模板之之示意圖。 FIG. 10 shows a schematic diagram of using a module to fix a building embedded component to an aluminum formwork according to a preferred embodiment of the present invention.
圖11展示依據本發明之一較佳實施例之利用兩個模塊將建築預埋構件固定至鋁製模板之示意圖。 FIG. 11 shows a schematic diagram of using two modules to fix the embedded building components to the aluminum formwork according to a preferred embodiment of the present invention.
圖12a至圖12c展示依據圖7b及圖8b之實施例完成之鋼筋混凝土結構後拆除鋁製模板之示意圖。 Figures 12a to 12c show schematic views of dismantling the aluminum formwork after the reinforced concrete structure completed according to the embodiment of Figures 7b and 8b.
圖13a至圖13b展示依據圖9之實施例完成之鋼筋混凝土結構後拆除鋁製模板之示意圖。 13a to 13b show schematic diagrams of dismantling the aluminum formwork after the reinforced concrete structure completed according to the embodiment of FIG. 9 .
圖14a至圖14b展示依據圖10之實施例完成之鋼筋混凝土結構後拆除鋁製模板之示意圖。 14a to 14b show schematic diagrams of dismantling the aluminum formwork after the reinforced concrete structure completed according to the embodiment of FIG. 10 .
圖15a至圖15b展示依據圖11之實施例完成之鋼筋混凝土結構後拆除鋁製模板之示意圖。 15a to 15b show schematic diagrams of dismantling the aluminum formwork after the reinforced concrete structure completed according to the embodiment of FIG. 11 .
為更清楚了解本發明之特徵、內容與優點及其所能達成之功效,茲將本發明配合附圖,並以實施例之表達形式詳細說明如下,而其中所使用之圖式,其主旨僅為示意及輔助說明書之用,故不應就所附之圖式的比例與配置關係解讀、侷限本發明的申請專利範圍。 In order to more clearly understand the features, contents and advantages of the present invention and the effects that can be achieved, the present invention is hereby described in detail with the accompanying drawings and in the form of embodiments as follows, and the drawings used therein are only for the purpose of For the purpose of illustrating and assisting the description, the proportion and arrangement relationship of the attached drawings should not be interpreted or limited to the scope of the present invention.
如前所述,本發明欲提供一種能夠提高與鋼筋混凝土結構之間的錨固力的建築預埋構件結構,此等建築預埋構件因並非全部埋附於鋼筋混凝土結構之中,而係部分曝露於鋼筋混凝土結構之外而可觸及,故增強錨固力可提升其固著穩定性及耐久性。此等建築預埋構件在建築中常用者包括但不限定於例如電氣接線盒,彎管接頭、樓板接頭、穿樑套管、穿樑套管座或吊子等需要於鋼筋混凝土結構成型時,一起埋附或固定於鋼筋混凝土結構的構件。以下將描述本發明 提出之使用於建築作業中的八角形電氣接線盒作為建築預埋構件之例示結構進行說明。 As mentioned above, the present invention intends to provide a pre-embedded building component structure capable of improving the anchoring force with the reinforced concrete structure. These pre-embedded building components are not all embedded in the reinforced concrete structure, but are partially exposed. It is accessible outside the reinforced concrete structure, so enhancing the anchoring force can improve its anchorage stability and durability. These building embedded components commonly used in construction include, but are not limited to, such as electrical junction boxes, elbow joints, floor joints, beam casings, beam casing sockets or hangers, etc. When the reinforced concrete structure is formed, Elements that are embedded or fixed together in reinforced concrete structures. The present invention will be described below The proposed octagonal electrical junction box used in construction is described as an example structure of a pre-buried component in a building.
圖1展示依據本發明一較佳實施例之電氣接線盒形式之建築預埋構件。如圖1所示,電氣接線盒1包含一頂板11及一周圍側板12,周圍側板12連接於頂板11之一周緣111,並自頂板11之周緣111向下延伸,以與頂板11共同界定電氣接線盒1之一中空之內部空間13,周圍側板12係由複數個側板121組成,且具有至少一個電氣接孔14,電氣接孔14具有盲蓋141覆蓋之。盲蓋141係在電氣接孔14被使用前用以避免在澆灌作業時造成漏漿之情況。應注意者,在圖1所示的實施例中,周圍側板12係由8個側板121組成,而形成八角形電氣接線盒,惟在其他實施例中,側板之數目並不限定為8個,亦可為4個、5個、6個等等不同之數目(端視實際需要),以形成一多角形電氣接線盒。另外,如圖1所示,凸耳15自周圍側板12之側板121的其中一或多者之一底緣朝向遠離內部空間13之一中心軸線C之方向延伸,且凸耳15具有至少一穿孔151形成於其中。凸耳15之數量可為一或多個,較佳為至少兩個。在圖1所示的實施例中,展示了一個凸耳15自一側板121之底緣向外延伸,且在其對向的側板121之底緣亦具有向外延伸的另一個凸耳15。依據實際需要,可於電氣接線盒5之其他側板之底緣上,各自設置具有向外延伸的凸耳15。凸耳15之用途,可為例如但不限於在建構鋼筋混凝土結構過程中將電氣接線盒15固定於鋁製模板上。
FIG. 1 shows an embedded building element in the form of an electrical junction box according to a preferred embodiment of the present invention. As shown in FIG. 1 , the
電氣接線盒1亦可具有自周圍側板12之側板121的其中一或多者之底緣朝向內部空間13之中心軸線C之方向延伸的內凸耳之結構(未示於圖中),且朝內延伸的凸耳亦具有至少一穿孔形成於其
中。此等朝內延伸之凸耳,係可用於固接其他構件,例如用於將電氣接線盒1鎖固於安裝電氣設備(例如照明裝置)或其他吊裝構件之安裝架上。
The
電氣接線盒1之周圍側板12上,具有至少一凹槽122。在圖1所示的實施例中,組成周圍側板12的每個側板121之表面上形成有複數個凹槽122。設置凹槽於電氣接線盒1之周圍側板之表面上的目的在於增加周圍側板的總表面積。由於建築預埋構件與鋼筋混凝土之間的錨固力大小,與兩者之間接觸的面積大小成正比關係,因此在圖1之電氣接線盒1中,多個凹槽122經設置以增加鋼筋混凝土結構與電氣接線盒1之周圍側板12的接觸總表面積,進而提升電氣接線盒1在鋼筋混凝土結構中的錨固力。另外,由圖1可知,形成於側板121之表面上的每個凹槽122具有一凹槽上表面及一凹槽下表面,且在圖1中之凹槽122之凹槽上表面及凹槽下表面,並不與頂板11共平面。
The
圖2展示依據本發明另一較佳實施例之電氣接線盒形式之建築預埋構件。如圖2所示,電氣接線盒1'包含一頂板11"及一周圍側板12',周圍側板12'連接於自頂板11'之一周緣111'內縮一距離D處,並自頂板向下延伸,以與頂板11'共同界定電氣接線盒1'之一中空之內部空間13'。與圖1所示之實施例相似,圖2之電氣接線盒1'的周圍側板12',係由複數個側板121'組成,且具有至少一個電氣接孔14',電氣接孔14'亦具有相應的盲蓋141'覆蓋之。在圖2所示的實施例中,周圍側板12'呈現由8個側板121'組成而形成八角形電氣接線盒,惟在其他實施例中側板之數目不限定為8個,而可為4個、5個、6個等等不同之數目(端視實際需要),以形成一多角形電氣接線盒。圖2所示的電氣接線盒1',具有自周圍側板12'之側板121'的其中一或多者之一底緣,朝向遠離內部空間13'之一中心軸線C'之方向延伸的凸耳15',且凸耳15'具有至少一穿孔151'形成於其中。凸耳15之數量可為一或多個,較
佳為至少兩個。依據實際需要,可於電氣接線盒1'之其他側板之底緣上,各自設置具有向外延伸的凸耳15'。電氣接線盒1'亦可具有自周圍側板12'之側板121'的其中一或多者之底緣朝向中心軸線C'方向在內部空間13'之延伸的凸耳之結構(圖中未示),且朝內延伸的凸耳具有至少一穿孔形成於其中。電氣接線盒1'之周圍側板12'上,具有至少一凹槽122'。在圖2所示的實施例中,每個側板121'之表面上形成有複數個凹槽122',以增加周圍側板12'的總表面積,進而增加鋼筋混凝土結構與電氣接線盒1'之周圍側板的接觸總面積。另外,由圖2可知,形成於側板121'之表面上的每個凹槽122'亦具有一凹槽上表面及一凹槽下表面,且在圖2中之凹槽122'之凹槽上表面與凹槽下表面,並不與頂板11'共平面。
FIG. 2 shows an embedded building element in the form of an electrical junction box according to another preferred embodiment of the present invention. As shown in FIG. 2 , the
圖2所示的電氣接線盒1',其周圍側板12'係位於自頂板11'之一周緣111'內縮一距離D處,因此與圖1所示的電氣接線盒1相較,圖2所示之電氣接線盒1'呈現具有一擴大之頂板11'之結構型態,其不僅為電氣接線盒1'提供了更大的接觸表面積,且當鋼筋混凝土結構形成後而電氣接線盒1'嵌入固定於鋼筋混凝土結構中時,固態的混凝土充滿於距離D在頂板11'下方圍繞周圍側板12'所形成的環狀空間,藉此圖2所示之電氣接線盒1'能更加牢固地嵌附鋼筋混凝土結構中。藉由此一設計,除非施加於電氣接線盒1'之拉力能夠大於混凝土之強度,或特意以工具破壞其周遭的混凝土結構,否則電氣接線盒1'無法自鋼筋混凝土結構脫離。
In the
圖3展示依據本發明再一較佳實施例之電氣接線盒形式之建築預埋構件。如圖3所示,電氣接線盒1"包含一頂板1"及一周圍側板12",周圍側板12'連接於頂板11'之一周緣111",並自頂板11"向下延伸,以與頂板11"共同界定電氣接線盒1"之一中空之內部空間13"。
與圖1所示之實施例相似,圖3之電氣接線盒1"的周圍側板12",係由複數個側板121"組成,且具有至少一個電氣接孔14",電氣接孔14"亦具有相應的盲蓋141"覆蓋之。圖3所示的實施例中,周圍側板12"同樣呈現由8個側板121"組成而形成八角形電氣接線盒。惟在其他實施例中側板之數目不限定為8個,視實際需要可為不同數目以形成一多角形電氣接線盒。圖3所示的電氣接線盒1",具有自周圍側板12"之側板121"的其中一或多者之一底緣,朝向遠離內部空間13"之一中心軸線C"之方向延伸的凸耳15",且凸耳15"具有至少一穿孔151"形成於其中。凸耳15"之數量可為一或多個,較佳為至少兩個。依據實際需要,可於電氣接線盒15"之其他側板之底緣上,各自設置具有向外延伸的凸耳15"。電氣接線盒1"亦可具有自周圍側板12"之側板121"的其中一或多者之底緣朝向中心軸線C"之方向在內部空間13"之延伸的凸耳之結構(圖中未示),且朝內延伸的凸耳亦具有至少一穿孔形成於其中。
FIG. 3 shows a building embedded component in the form of an electrical junction box according to yet another preferred embodiment of the present invention. As shown in FIG. 3, the
圖3所示的電氣接線盒1"與圖1之電氣接線盒1之差異在於,電氣接線盒1"之周圍側板12"自頂板11"朝向內部空間之一中心軸線C"傾斜向下延伸,而使電氣接線盒1"形成一倒錐狀結構。此種倒錐狀的電氣接線盒1"之側板121"之表面積大於圖1中所示之電氣接線盒1'之側板121之表面積,因此提供了與混凝土更大的接觸表面積並提升錨固力。再者,電氣接線盒1"之倒錐狀結構,使其呈現一擴大頭部之型態,因此在鋼筋混凝土結構形成後而電氣接線盒1"嵌入固定於鋼筋混凝土結構中時,圖3所示電氣接線盒1"之擴大頭部型態,能使電氣接線盒1"更加牢固地嵌附於鋼筋混凝土結構中。藉由此一設計,除非
施加於電氣接線盒1"之拉力能夠大於混凝土之強度,或特意以工具破壞其周遭的混凝土結構,電氣接線盒1"無法自鋼筋混凝土結構脫離。
The difference between the
圖3中所示電氣接線盒1"之周圍側板12"自頂板11"朝向內部空間13"之中心軸線C"之傾斜一錐角A,係使周圍側板12"相對於頂板11"的斜率符合選自莫氏錐度0-7號其中之一。當然,本發明並不限定電氣接線盒1"之錐度必須為莫氏錐度0-7號其中之一,亦可視實際需求設定不同錐度。
The
在本發明的其他實施例中,為了更進一步增加電氣接線盒1"與鋼筋混凝土之間的接觸表面積,可在電氣接線盒1"之周圍側板12"上,可在圖3中所示之電氣接線盒1"之周圍側板12"上進一步設置至少一凹槽(較佳具有複數個凹槽),以增加周圍側板的總表面積,進而增加鋼筋混凝土結構與電氣接線盒1"之周圍側板的接觸面積。
In other embodiments of the present invention, in order to further increase the contact surface area between the
在本發明的其他實施例中,可在圖1至圖3之電氣接線盒之周圍側板之表面上設置凸部,或設置交錯配置的凹槽與凸部,以不同的方式達到增加鋼筋混凝土結構與埋附於鋼筋混凝土結構中的電氣接線盒的接觸總面積的目的,而提升電氣接線盒在鋼筋混凝土結構中的錨固力。由前述關於對電氣接線盒之周圍側板之表面上設置凹槽的結構可知,若在電氣接線盒之周圍側板之表面上設置凸部以代替凹槽之結構,則凸部將具有不與電氣接線盒之頂板共平面的一凸部上表面及一凸部下表面。 In other embodiments of the present invention, convex parts may be provided on the surface of the surrounding side plates of the electrical junction box shown in FIG. 1 to FIG. 3 , or grooves and convex parts may be arranged in a staggered manner, so as to increase the reinforced concrete structure in different ways. The purpose of the total contact area with the electrical junction box embedded in the reinforced concrete structure is to improve the anchoring force of the electrical junction box in the reinforced concrete structure. It can be seen from the aforementioned structure of setting grooves on the surface of the surrounding side plate of the electrical junction box, if a convex portion is provided on the surface of the surrounding side plate of the electrical junction box to replace the structure of the groove, the convex portion will have no connection with the electrical wiring. The top plate of the box is coplanar with a convex upper surface and a convex lower surface.
圖4a至4d展示複數個管接頭接合至電氣接線盒上,並與管材套接之過程示意圖。圖4a所顯示之電氣接線盒係採圖1所展示的電氣接線盒1。雖然圖4a展示四個管接頭16,在實際操作時,管接頭之數量端視電氣接線盒1所欲連接嵌埋於鋼筋混凝土結構中的預定管材數量而定。圖4a顯示電氣接線盒1預定連接管材的電氣接孔14之盲蓋141已移除,而未被使用的電氣接孔之盲蓋141則未被移除。管接
頭16之結構包含一接管部分161與形成於接管部分之一末端之一凸緣部分162,接管部分161之外徑d1與電氣接線盒1之電氣接孔14之直徑大約相同,藉此接管部分161可穿過電氣接孔14。如圖4b所示,管接頭在組裝時,係自電氣接線盒1之內部空間13經由電氣接孔14穿出至電氣接線盒1之外,且管接頭16之凸緣部分162之一環狀輪廓表面163貼附於電氣接線盒1之周圍側板12之內表面上而將管接頭16固定於電氣接線盒1上。隨後,如圖4c所示,預定連接至電氣接線盒1的管材P之內徑d2,大致與管接頭16之接管部分161之外徑d1相同,藉此管材P可套接至對應之管接頭16上,而在組裝後最終形成圖4d之組裝態樣。
Figures 4a to 4d show schematic diagrams of the process of joining a plurality of pipe joints to the electrical junction box and socketing the pipes. The electrical junction box shown in FIG. 4 a is the
應注意者,圖4a至4d係以圖1中所展示的電氣接線盒1作為例示,但管接頭之應用不獨限定於圖1中之電氣接線盒1。圖2及圖3中所展示的電氣接線盒1'及1",以及其他型態的電氣接線盒,亦可應用圖4a至4d所展示的管接頭及其組裝方式。
It should be noted that FIGS. 4 a to 4 d use the
本發明的下列實施例提供一種施工方法,用於在鋼筋混凝土結構(或預鑄鋼筋混凝土結構)中埋設建築預埋構件,特別是在利用鋁製模板構形並以混凝土澆置於其中形成之鋼筋混凝土中埋設建築預埋構件的方法。建築預埋構件包含如圖1至圖4中所示的電氣接線盒,其他態樣的電氣接線盒,彎管接頭、樓板接頭、穿樑套管或吊子等。本實施例所揭露的工法有助於後續進行建築物之水電管線、公共管線、或是強電/弱電系統的配置作業。 The following embodiments of the present invention provide a construction method for burying building pre-embedded members in a reinforced concrete structure (or a reinforced concrete structure), especially in a form formed by using an aluminum formwork configuration and pouring concrete therein. Method for burying embedded building elements in reinforced concrete. The embedded components of the building include electrical junction boxes as shown in Figures 1 to 4, other forms of electrical junction boxes, elbow joints, floor joints, beam bushings or hangers, etc. The construction method disclosed in this embodiment is helpful for the subsequent configuration of water and electricity pipelines, public pipelines, or strong/weak electricity systems in the building.
圖5及圖6展示了根據本發明之一較佳實施例之施工方法。應注意,為簡化圖式並且便於了解,圖5及圖6並不展示鋼筋混凝土結構建置現場所搭建的整體鋁製模板結構,而僅展示建築預埋構件
預定配置處的鋁製模板,並且以圖1中所示之八角形電氣接線盒作為建築預埋構件之例示性構件型式。如圖5所示,建築物結構在建構施工時,先提供一鋁製模板2、複數個固定件3、以及一建築預埋構件4,其包括位自其一末端側向伸出的兩個凸耳42。該等凸耳41之各者具有兩個穿孔42。依據圖5所示,施工人員先在鋁製模板2之一第一表面21上放樣,以界定出將建築預埋構件4之末端之一端面固定於鋁製模板2之第一表面21上的一預定位置22。換言之,鋁製模板2之第一表面21上所界定的預定位置22,符合建築預埋構件4的底端的一端面輪廓。隨後,施工人員在鋁製模板2之第一表面21之預定位置22上鑽孔,以形成複數個第一孔23。該等第一孔23係分別對應於建築預埋構件4之末端之凸耳41的複數個穿孔42。
5 and 6 illustrate a construction method according to a preferred embodiment of the present invention. It should be noted that, in order to simplify the drawing and facilitate understanding, Figures 5 and 6 do not show the overall aluminum formwork structure built on the reinforced concrete structure construction site, but only show the embedded components of the building.
The aluminum formwork at the predetermined location, and the octagonal electrical junction box shown in FIG. 1 is used as an exemplary component type of the building embedded component. As shown in FIG. 5 , during the construction of the building structure, an
在此之後,施工人員以複數個固定件3分別穿過建築預埋構件4之複數個穿孔42之各者,並插入對應之鋁製模板2之第一孔23之各者,以將建築預埋構件4固定至鋁製模板2的第一表面21之預定位置22上,形成如圖6所示之結構。
After that, the construction personnel pass through each of the plurality of through
圖7a展示依據本發明之一較佳實施例所選用作為固定件之一塑膠釘之結構。塑膠釘31包含一頭部311及一桿部312,桿部312包含複數個突出於其上的撓性環狀突起313,撓性環狀突起313之徑向最大尺寸應至少略大於第一孔23及穿孔42之直徑尺寸。圖7b展示使用塑膠釘3將建築預埋構件4固定至鋁製模板2之示意圖。塑膠釘31在被穿過建築預埋構件4之穿孔42及鋁製模板2之第一孔23時,撓性環狀突起313可經由變形而使塑膠釘31穿過穿孔42及第一孔23,並且在塑膠釘31之頭部311被建築預埋構件4的凸耳41之表面或周圍凸緣結構
之表面止擋時而完成釘入第一孔23中之動作。在過程中,塑膠釘31之複數個撓性環狀突起313經變形與鋁製模板2之複數個第一孔23之內表面之緊密結合,且藉由撓性環狀突起313變形後之回復力,塑膠釘31緊固於鋁製模板2之第一孔23以及建築預埋構件的穿孔42中,進而將建築預埋構件4固定於鋁製模板1的預定位置上,而形成一種建築物結構。
FIG. 7a shows the structure of a plastic nail selected as a fixing member according to a preferred embodiment of the present invention. The
圖8a展示依據本發明之一較佳實施例所選用之作為固定件之膨脹釘之組合。如圖8a所示,膨脹釘32包含一膨脹管321及一金屬釘321'。膨脹管321通常係由塑膠製成,且包含一頭部322、一桿部323及一中空之第二孔324。金屬釘321'亦包括一頭部322'及一桿部323'。金屬釘321'的桿部323'之直徑通常可略大於膨脹管321的第二孔324之內徑,使得金屬釘321'的桿部22在插入膨脹管321之第二孔324中時,可將膨脹管321徑向擴張。圖8b展示建築物結構在建構施工時,使用膨脹釘組合將建築預埋構件4固定至鋁製模板2之例示性圖式。在操作中,膨脹管321先被插入或釘入鋁製模板2之第一孔23中,作為預埋固定件。隨後將金屬釘321'穿過建築預埋構件4之穿孔42並插入或釘入位於對應位置之作為預埋固定件之膨脹管321之第二孔324中,藉此膨脹管321將被金屬釘321'徑向擴張,建築預埋構件4將因此被牢固地固定至鋁製模板2之預定位置22上。應注意者,如圖8a所示之另一實施例中,作為預埋固定件的膨脹管321之桿部323包含複數個撓性突起325於其桿部323上,當膨脹管321被埋設於鋁製模板之第一孔23中,且金屬釘321'穿過建築預埋構件4之穿孔42並釘入位於對應位置之作為預埋固定件之膨脹管321之第二孔324時,藉由撓性突起
325變形後之回復力,膨脹管321可緊固於鋁製模板2之第一孔23中,藉此建築預埋構件4將被牢固地固定於鋁製模板2的預定位置上,而形成一種建築物結構。
Figure 8a shows a combination of expansion nails selected for use as a fastener according to a preferred embodiment of the present invention. As shown in FIG. 8a, the expansion nail 32 includes an
在如圖9所示本發明的另一較佳實施例中,施工人員在鋁製模板2之第一表面21界定符合建築預埋構件4之端面輪廓的預定位置22後,直接將黏著劑塗覆於建築預埋構件4之端部的端面輪廓、及/或凸耳41之朝向鋁製模板2之底面上、及/或周圍凸緣結構(未圖示)之朝向鋁製模板2之底面上,並直將建築預埋構件4黏附固定至鋁製模板2的第一表面21之預定位置22上,而形成一種建築物結構。
In another preferred embodiment of the present invention as shown in FIG. 9 , after the
在如圖10所示的再一較佳實施例中,施工人員在鋁製模板2之第一表面21界定符合建築預埋構件4之端面輪廓的預定位置22。隨後,提供一模塊5,其具有一外周圍表面51,而建築預埋構件4具有界定一內部空間44之一內周圍表面45(見圖14a),該模塊5之外周圍表面51與建築預埋構件4之內周圍表面45相匹配,或至少匹配建築預埋構件4之內周圍表面45之一部分,以足以使建築預埋構件4能夠卡置於模塊5上。藉由此等結構,施工人員可以黏著劑塗覆於模塊5朝向鋁製模板2之第一表面21的一端面52之上,並將模塊5之端面52黏附固定至鋁製模板2的第一表面21上之預定位置22上。隨後,施工人員可將建築預埋構件4之內周圍表面45卡置於模塊5之該外周圍表面51,而使建築預埋構件4固定至鋁製模板2之第一表面21之預定位置22上,而形成一種建築物結構。
In yet another preferred embodiment as shown in FIG. 10 , the construction personnel define a
在如圖11所示本發明的更一較佳實施例中,施工人員在鋁製模板2之第一表面21界定符合建築預埋構件4之端面輪廓的預定
位置22。隨後,提供二個模塊5',其分別具有特定之一外表面51',而建築預埋構件4具有界定一內部空間44之一內周圍表面45(見圖15a),該二個模塊5之各者之特定外表面51'可分別匹配建築預埋構件4之內周圍表面45之不同部分。藉由此等結構,施工人員可以黏著劑塗覆於二個模塊5'之各者朝向鋁製模板2之第一表面21的一端面52'之上,並將二個模塊5之各者之端面52'黏附固定至鋁製模板2的第一表面21上對應於建築預埋構件4之預定位置22上。隨後,施工人員可將建築預埋構件4之內周圍表面45卡置於二個模塊5'之各者之特定外表面51'。換言之,利用二個模塊5'之各者之特定之外表面51'分別匹配建築預埋構件4之內周圍表面45之不同部分,而使建築預埋構件4能夠卡置於黏附至鋁製模板2的第一表面21上的二個模塊5'上,進而被固定至鋁製模板2之第一表面21之預定位置上,而形成一種建築物結構。應注意者,二個模塊5'可以是具有相同構形,亦可以具有不同構形,只要二個模塊5'之各者之特定之外表面51'能夠分別匹配建築預埋構件4之內周圍表面45之不同部分,而使建築預埋構件4能夠套盒固定於其上即可。在本發明的其他實施例中,模塊的數量並不特別限定於二個模塊,亦可應用三個或更多個模塊。惟在能夠足以使建築預埋構件4能夠卡置於模塊上的條件下,模塊數量越少越能夠簡化施工程序。又,在圖10及圖11中所使用的模塊,可以是由橡膠或是泡棉製成,其具有低製造成本的優勢。
In a further preferred embodiment of the present invention shown in FIG. 11 , the construction personnel define a predetermined shape on the
在鋁製模板釘模作業完成,且以上述方式將建築預埋構件固定於鋁製模板之預定位置上後,施工人員進一步將混凝土澆置於該鋁製模板以及其他鋁製模板所形成的空間中,以形成一成鋼筋混 凝土結構。完成澆置作業後,建築預埋構件即嵌入固定至該鋼筋混凝土結構中。等待混凝土乾燥後,施工人員再進行移除鋁製模板之作業,以使鋼筋混凝土結構及嵌入固定至該結構中的該建築預埋構件,自鋁製模板之第一表面分離。 After the nailing operation of the aluminum formwork is completed and the pre-embedded building components are fixed on the predetermined position of the aluminum formwork in the above-mentioned manner, the construction personnel further pour concrete into the space formed by the aluminum formwork and other aluminum formwork. , in order to form a mixed steel bar Concrete structure. After the pouring operation is completed, the embedded components of the building are embedded and fixed into the reinforced concrete structure. After waiting for the concrete to dry, the construction personnel then proceed to remove the aluminum formwork, so that the reinforced concrete structure and the building embedded components embedded and fixed in the structure are separated from the first surface of the aluminum formwork.
圖12a至圖12c展示使用固定件3固定建築預埋構件4之方式的鋁製模板拆除過程。如圖12a所示,鋁製模板2上方已具有完成之鋼筋混凝土結構S,且建築預埋構件4亦已嵌入鋼筋混凝土結構S中。隨後如圖12b所示,施工人員拆除鋁製模板2,此時固定構件3之一部分將突出於鋼筋混凝土結構S之表面S1。固定構件3突出之部分例如是如圖7a所示之塑膠釘之桿部312之一部分,或是如圖8a所示之膨脹管321及金屬釘321'各自之桿部323與323'之一部分。施工人員隨後可直接將此等固定構件3突出於成形後之鋼筋混凝土結構S之表面S1之部分剪除,以快速完成將建築預埋構件4嵌入鋼筋混凝土結構S後之修整作業。
Figures 12a to 12c show the process of removing the aluminum formwork by using the fixing
圖13a及圖13b、圖14a及圖14b、圖15a及圖15b分別對應展示採用圖9、圖10、及圖11之施工方法並在鋼筋混凝土結構形成後之鋁製模板拆除過程。圖13a展示圖9中之以黏著劑直接將預埋構件4固定於鋁製模板2後完成澆鑄作業後的鋼筋混凝土結構S。如圖13a所示,鋁製模板2上方已具有完成之鋼筋混凝土結構S,且建築預埋構件4亦已嵌入鋼筋混凝土結構S中。隨後如圖13b所示,施工人員直接拆除鋁製模板2,此時由於建築預埋構件4已牢固的嵌合於鋼筋混凝土結構S中,拆除鋁製模板2並不會一併將建築預埋構件4扯離鋼筋混凝土結構S。當施工人員直接拆除鋁製模板2後,即完成將建築預埋構件嵌
入鋼筋混凝土結構之作業,如圖13b中所示者。
Figures 13a and 13b, Figures 14a and 14b, Figures 15a and 15b respectively show the dismantling process of the aluminum formwork after the reinforced concrete structure is formed using the construction methods of Figures 9, 10 and 11 respectively. Fig. 13a shows the reinforced concrete structure S in Fig. 9 after the
圖14a展示圖10中之以利用黏著劑將模塊5黏著固定於鋁製模板2,將建築預埋構件4卡置於模塊5上,再完成澆鑄作業後的鋼筋混凝土結構S。如圖14a所示,鋁製模板2上方已具有完成之鋼筋混凝土結構S,且建築預埋構件4亦已嵌入鋼筋混凝土結構S中。隨後如圖14b所示,施工人員直接拆除鋁製模板2,此時建築預埋構件4已牢固的嵌合於鋼筋混凝土結構S中,由於建築預埋構件4係以卡置的方式卡置於模塊5上,拆除鋁製模板2時,黏著於鋁製模板2上的模塊5將一併隨著鋁製模板2被卸下,而建築預埋構件4不會自鋼筋混凝土結構S被扯離。因此,當施工人員直接拆除鋁製模板2後,即完成將建築預埋構件4嵌入鋼筋混凝土結構之作業,如圖14b中所示者。此外,由於模塊5僅是黏著於鋁製模板2上,拆除鋁製模板後施工人員可輕易將模塊5及鋁製模板2分離,藉此兩者皆可重複利用。
FIG. 14a shows the reinforced concrete structure S in FIG. 10 after the
圖15a展示圖11中之以利用黏著劑將二個模塊5'黏著固定於鋁製模板2,將建築預埋構件4卡置於模塊5',再完成澆鑄作業後的鋼筋混凝土結構S。如圖15a所示,鋁製模板2上方已具有完成之鋼筋混凝土結構S,且建築預埋構件4亦已嵌入鋼筋混凝土結構S中。隨後如圖15b所示,施工人員直接拆除鋁製模板2,此時固定構件4已牢固的嵌合於鋼筋混凝土結構S中,由於建築預埋構件4係以卡置的方式卡置於模塊5',拆除鋁製模板2時,黏著於鋁製模板2上的模塊5'一併隨著鋁製模板2被卸下,而建築預埋構件4不會自鋼筋混凝土結構10被扯離。因此,當施工人員直接拆除鋁製模板2後,即完成將建築預埋構件4嵌入鋼筋混凝土S結構之作業,如圖15b所示者。此外,由於模
塊5'僅是黏著於鋁製模板2上,拆除鋁製模板後施工人員可輕易將模塊5'及鋁製模板2分離,藉此兩者皆可重複利用
Fig. 15a shows the reinforced concrete structure S in Fig. 11 in which the two modules 5' are adhered and fixed to the
圖5至圖15b中所展示的建築預埋構件4,係以圖1中所示之八角形電氣接線盒作為例示之建築預埋構件,惟可應用於前述施工方法的實施例中的建築預埋構件,並不限定於圖1中之八角形電氣接線盒,如同圖2至圖3所揭露的電氣接線盒,或是傳統八角形電氣接線盒、其他形式的電氣接線盒(例如四角形電氣接線盒),抑或是建築作業常用之例如彎管接頭、樓板接頭、穿樑套管、穿樑套管座或吊子等皆可。
The
依照本發明提出之建築預埋構件之結構,可有效增加鋼筋混凝土結構與建築預埋構件之間的錨固力。另外,依照本發明提出的施工方法,可免除習知將建築預埋構件固定至鋁製模板的繁瑣固定作業,亦可免除在拆除鋁製模板時需要先鬆開綁紮鐵絲方能卸下模板之施工步驟。藉由使用本發明提出的施工方法,可有效提升在建築現場或是預鑄工廠構築鋼筋混凝土結構的施工效率。 According to the structure of building embedded components proposed by the present invention, the anchoring force between the reinforced concrete structure and the building embedded components can be effectively increased. In addition, according to the construction method proposed in the present invention, the conventional tedious fixing operation of fixing the embedded building components to the aluminum formwork can be avoided, and the need to loosen the binding wire before the formwork can be removed when the aluminum formwork is removed can also be avoided. construction steps. By using the construction method proposed by the present invention, the construction efficiency of constructing a reinforced concrete structure on a construction site or in a factory can be effectively improved.
以上所述之實施例僅係為說明本發明之技術思想及特點,其目的在使熟習此項技藝之人士能夠瞭解本創作之內容並據以實施,當不能以之限定本發明之專利範圍,依本發明所揭示之精神所作之均等變化或修飾,仍應涵蓋在本發明之專利範圍內。 The above-mentioned embodiments are only to illustrate the technical ideas and characteristics of the present invention, and the purpose is to enable those who are familiar with the art to understand the content of the creation and implement them accordingly, and should not limit the patent scope of the present invention, Equivalent changes or modifications made in accordance with the disclosed spirit of the present invention should still be covered by the patent scope of the present invention.
1:電氣接線盒 1: Electrical junction box
11:頂板 11: Top plate
12:周圍側板 12: Surrounding side panels
13:內部空間 13: Interior Space
14:電氣接孔 14: Electrical contacts
15:凸耳 15: lugs
111:周緣 111: Perimeter
121:側板 121: Side panel
122:凹槽 122: Groove
141:盲蓋 141: Blind cover
151:穿孔 151: Perforation
C:中心軸線 C: central axis
Claims (17)
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Citations (4)
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TW511817U (en) * | 2001-03-16 | 2002-11-21 | Fu-Lai Chiou | Sectional type speedy connector structure of wiring box |
CN204760954U (en) * | 2015-08-03 | 2015-11-11 | 新疆台亚塑胶有限公司 | Pre -buried formula terminal box |
CN208316240U (en) * | 2018-07-04 | 2019-01-01 | 叶昊 | A kind of built-in type terminal box |
TWM602576U (en) * | 2020-05-22 | 2020-10-11 | 潤弘精密工程事業股份有限公司 | Structure of pre-embedding construction member and construction structure comprising the pre-embedding construction member |
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Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TW511817U (en) * | 2001-03-16 | 2002-11-21 | Fu-Lai Chiou | Sectional type speedy connector structure of wiring box |
CN204760954U (en) * | 2015-08-03 | 2015-11-11 | 新疆台亚塑胶有限公司 | Pre -buried formula terminal box |
CN208316240U (en) * | 2018-07-04 | 2019-01-01 | 叶昊 | A kind of built-in type terminal box |
TWM602576U (en) * | 2020-05-22 | 2020-10-11 | 潤弘精密工程事業股份有限公司 | Structure of pre-embedding construction member and construction structure comprising the pre-embedding construction member |
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