TWI851481B - Architecture unit - Google Patents

Architecture unit Download PDF

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TWI851481B
TWI851481B TW112144523A TW112144523A TWI851481B TW I851481 B TWI851481 B TW I851481B TW 112144523 A TW112144523 A TW 112144523A TW 112144523 A TW112144523 A TW 112144523A TW I851481 B TWI851481 B TW I851481B
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Taiwan
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section
precast
semi
partition
building unit
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TW112144523A
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Chinese (zh)
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尹衍樑
曹昌盛
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潤弘精密工程事業股份有限公司
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Abstract

The instant disclosure provides an architecture unit, which includes: a beam body, a number of stirrups, a precasted balcony board, and a number of decoration members. The beam body includes a fully precasted section and a sem-precasted section, wherein an upper surface of the fully precasted section is higher than an upper surface of the sem-precasted section. The stirrups are arranged in the beam body at intervals along a length direction of the beam body. Each stirrup is substantially U-shaped and includes two hooks at its two ends. The hooks of the stirrups embeded in the semi-precasted section protrude from the upper surface of the semi-precasted section. The precasted balcony board is substantially parallel to the semi-precasted section along the length direction and is arranged on an outerside of the upper surface of the semi-precasted section. The decorative parts are at least disposed on the upper surface and an outer surface of the fully precasted section, an outer surface of the semi-precasted section that is adjacent to the upper surface thereof, and an outer surface of the balcony panel.

Description

建築單元Building unit

本揭露關於提供一種建築單元,特別是一種包括以預鑄方式製作之包含梁本體及陽台板之建築單元。The present disclosure provides a building unit, in particular a building unit comprising a beam body and a balcony slab manufactured in a precast manner.

依照傳統現場澆置的鋼筋混凝土(RC)建築物構築方式,在梁、柱以及樓地板的結構部分完成後,才再進行內部地磚以及外部磁磚之鋪設。依現行建築法規要求,凡進行外牆整修作業時,皆需搭設鷹架,以維護作業人員之安全並防止施工物品墜落而造成下方人員傷害。然而,鷹架之搭設會延長建築工期,進而增加建造成本。此外,在舖設建築物外部磁磚之前,建築外部所呈現的梁以及/或柱與外牆表面未必是平整的,因此增加了舖設建築物外部磁磚的困難度。另一方面,上述傳統建築物中,在進行向外伸出之陽台的建築作業時,需額外在梁本體的外側設置模板,以利澆築混凝土和形成該陽台。組裝及拆除該些模板將延長建築工期,進而增加建造成本。並且,上述傳統尚有泥漿從模板接縫垂流所衍生的防護與清理等問題。According to the traditional on-site poured reinforced concrete (RC) building construction method, the internal floor tiles and external ceramic tiles are laid after the structural parts of the beams, columns and floors are completed. According to the current building regulations, scaffolding must be set up when performing exterior wall renovation work to maintain the safety of workers and prevent construction materials from falling and causing injuries to people below. However, the erection of scaffolding will extend the construction period and increase construction costs. In addition, before laying the exterior tiles of the building, the beams and/or columns on the exterior of the building and the surface of the exterior wall may not be flat, which increases the difficulty of laying the exterior tiles of the building. On the other hand, in the above-mentioned traditional buildings, when constructing the balcony extending outward, it is necessary to set up additional formwork on the outside of the beam body to facilitate pouring concrete and forming the balcony. The assembly and removal of these formworks will extend the construction period and increase the construction cost. In addition, the above-mentioned tradition also has the problems of protection and cleaning derived from the mud flowing down from the joints of the formwork.

有鑑於此,如何在梁以及/或陽台結構之外牆表面不是平整的情況下,且在不影響建築結構的強度之條件下,提供一種包含預先在外部舖設磁磚的建築單元,以減少舖設建築物外部磁磚時鷹架之搭設之建築系統是業界所企盼的。In view of this, when the surface of the outer wall of the beam and/or balcony structure is not flat and the strength of the building structure is not affected, it is desired in the industry to provide a building unit including pre-laying tiles on the outside to reduce the construction of scaffolding when laying the tiles on the outside of the building.

為解決上述先前技術所面臨之問題,本發明一實施例提供一種建築單元,其包括:一梁本體、複數個箍筋、一預鑄陽台板、及複數個裝飾件。一梁本體沿一長度方向延伸且包括:一全預鑄區段,具有一第一上表面及鄰接第一上表面之一第一外表面;以及一半預鑄區段,在長度方向上銜接全預鑄區段,且具有一第二上表面及鄰接第二上表面之一第二外表面,其中第一上表面高於第二上表面。複數個箍筋沿長度方向間隔排列設置於梁本體中,複數個箍筋的每一者大致呈U形,並在包含兩個彎鉤於其端部,其中複數個箍筋相對半預鑄區段設置之部分的複數個箍筋的彎鉤部分係伸出於第二上表面。預鑄陽台板沿長度方向大致平行於半預鑄區段,並設置於半預鑄區段之第二上表面的一外側上。複數個裝飾件係至少設置於全預鑄區段之第一上表面、全預鑄區段之第一外表面、半預鑄區段之第二外表面及預鑄陽台板之一外表面。To solve the problems faced by the above-mentioned prior art, an embodiment of the present invention provides a building unit, which includes: a beam body, a plurality of stirrups, a precast balcony board, and a plurality of decorative parts. A beam body extends along a length direction and includes: a full precast section, having a first upper surface and a first outer surface adjacent to the first upper surface; and a half precast section, which connects the full precast section in the length direction and has a second upper surface and a second outer surface adjacent to the second upper surface, wherein the first upper surface is higher than the second upper surface. A plurality of stirrups are arranged in the beam body at intervals along the length direction, each of the plurality of stirrups is generally U-shaped and includes two bends at its ends, wherein the bends of the plurality of stirrups at the portion where the plurality of stirrups are arranged relative to the semi-precast section extend out of the second upper surface. The precast balcony plate is generally parallel to the semi-precast section along the length direction and is arranged on an outer side of the second upper surface of the semi-precast section. A plurality of decorative parts are at least arranged on the first upper surface of the full precast section, the first outer surface of the full precast section, the second outer surface of the semi-precast section, and an outer surface of the precast balcony plate.

相較於習知技術,本發明上述實施例之梁結構及建築系統具有結構品質優異、施工安全迅速、營建成本經濟合理等優點。Compared with the prior art, the beam structure and building system of the above-mentioned embodiments of the present invention have the advantages of excellent structural quality, safe and rapid construction, and economical and reasonable construction cost.

為更清楚了解本創作之特徵、內容與優點及其所能達成之功效,茲將本創作配合附圖,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、侷限本創作的申請專利範圍。In order to better understand the features, contents and advantages of this invention and the effects it can achieve, this invention is described in detail as follows with accompanying drawings and in the form of embodiments. The drawings used therein are only for illustration and auxiliary description. Therefore, the proportions and configurations of the attached drawings should not be interpreted to limit the scope of the patent application of this invention.

本文中的用語「一」或「一種」係用以敘述本創作之元件及成分。此術語僅為了敘述方便及給予本創作之基本觀念。此敘述應被理解為包括一種或至少一種,且除非明顯地另有所指,表示單數時亦包括複數。於申請專利範圍中和「包含」一詞一起使用時,該用語「一」可意謂一個或超過一個。此外,本文中的用語「或」其意同「及/或」。The terms "a" or "an" herein are used to describe the elements and components of the present invention. This term is only for the convenience of description and to give the basic concept of the present invention. This description should be understood to include one or at least one, and unless otherwise clearly indicated, the singular also includes the plural. When used with the word "including" in the scope of the patent application, the term "a" can mean one or more than one. In addition, the term "or" herein means the same as "and/or".

除非另外規定,否則諸如「上方」、「下方」、「向上」、「左邊」、「右邊」、「向下」、「本體」、「底座」、「垂直」、「水平」、「側」、「較高」、「下部」、「上部」、「上方」、「下面」等空間描述係關於圖中所展示之方向加以指示。應理解,本文中所使用之空間描述僅出於說明之目的,且本文中所描述之結構之實際實施可以任何相對方向在空間上配置,此限制條件不會改變本揭露實施例之優點。舉例來說,在一些實施例之描述中,提供「在」另一元件「上」之一元件可涵蓋前一元件直接在後一元件上(例如,與後一元件實體接觸)的狀況以及一或複數個介入元件位於前一元件與後一元件之間的狀況。Unless otherwise specified, spatial descriptions such as "above", "below", "upward", "left", "right", "downward", "body", "base", "vertical", "horizontal", "side", "higher", "lower", "upper", "above", "below" and the like are indicated with respect to the directions shown in the figures. It should be understood that the spatial descriptions used herein are for illustrative purposes only, and the actual implementation of the structures described herein can be spatially arranged in any relative direction, and this limitation does not change the advantages of the disclosed embodiments. For example, in the description of some embodiments, providing an element “on” another element may cover the situation where the former element is directly on the latter element (e.g., physically in contact with the latter element) and the situation where one or more intervening elements are located between the former element and the latter element.

如本文中所使用,術語「大致」、「實質上」、「實質的」及「約」用以描述及考慮微小之變化。當與事件或情形結合使用時,該複數個術語可意指事件或情形明確發生之情況以及事件或情形極近似於發生之情況。As used herein, the terms "substantially," "substantial," "substantial," and "approximately" are used to describe and take into account minor variations. When used in conjunction with an event or circumstance, the plural terms may refer to both the situation where the event or circumstance definitely occurred and the situation where the event or circumstance closely approximates to occurring.

本揭露以下內容中,包括「預鑄」之元件名稱(例如:全預鑄區段、半預鑄區段、預鑄陽台板等)所對應之結構係採用「預鑄工法」製造之建築結構,其係於預鑄廠或工地周邊,以標準化的作業流程及模組化的模具,施工鋼筋結構,例如鋼筋籠,構築模板並澆置混凝土,快速大量生產高精密度且高品質均一性的柱體、梁體、板體等的結構體構件。隨後,於工地現場中藉由精確的搬運管理及組裝作業,將生產完成之結構體構件於工地現場組合。另一方面,包括「場鑄」之元件名稱(例如:場鑄內部梁結構等)所對應之結構係採用傳統「場鑄工法」之建築結構,其係於工地現場施工鋼筋結構、構築模板並澆置混凝土所完成之結構。此外,本揭露所稱之「外側」係指稱建築物建造完成後,較靠近建築物外部之位置;並且,「內側」係指稱建築物建造完成後,較靠近建築物室內之位置。In the following contents of this disclosure, the names of components including "precast" (e.g., full precast sections, semi-precast sections, precast balcony slabs, etc.) correspond to building structures manufactured using the "precast method", which is to construct steel structures such as steel cages, build templates and pour concrete in a precast factory or around the construction site with standardized operation processes and modular molds, and quickly mass-produce high-precision and high-quality uniformity columns, beams, plates, etc. The structural components are then assembled on site through precise transportation management and assembly operations. On the other hand, the names of components including "cast on site" (e.g., cast on site internal beam structure, etc.) correspond to structures that use traditional "cast on site construction methods", which are completed by constructing a steel structure, building a formwork, and pouring concrete on site. In addition, the "exterior" referred to in this disclosure refers to the location closer to the exterior of the building after the building is completed; and the "interior" refers to the location closer to the interior of the building after the building is completed.

圖1展示本揭露之一實施例中的建築單元1之示意圖。建築單元1包括一梁本體2、一預鑄陽台板3、複數個裝飾件4、一分隔板6、複數個預鑄柱結構11、二個大梁12及一內部小梁13。梁本體2之二端係分別與二個預鑄柱結構11連接。二個大梁12連接於二個預鑄柱結構11,內部小梁13連接於梁本體2之中間區段並向建築單元1之內部延伸。梁本體2相對內部小梁13之表面可包括一卡接凹槽(未顯示於圖1),以供內部小梁13上之一卡接結構131(虛線)接合。FIG. 1 shows a schematic diagram of a building unit 1 in an embodiment of the present disclosure. The building unit 1 includes a beam body 2, a precast balcony slab 3, a plurality of decorative parts 4, a partition 6, a plurality of precast column structures 11, two large beams 12 and an internal small beam 13. The two ends of the beam body 2 are respectively connected to the two precast column structures 11. The two large beams 12 are connected to the two precast column structures 11, and the internal small beam 13 is connected to the middle section of the beam body 2 and extends toward the inside of the building unit 1. The surface of the beam body 2 opposite to the internal small beam 13 may include a snap-in groove (not shown in FIG. 1) for engagement with a snap-in structure 131 (dashed line) on the internal small beam 13.

如圖2所示,梁本體2為一矩形柱狀結構,其長度方向L之兩端分別具有二個端面201、202。在一實施例中,梁本體2在長度方向L上具有以不同預鑄方式製成之區段。舉例而言,梁本體2包括一全預鑄區段21及在長度方向L上銜接全預鑄區段之一半預鑄區段22,其中全預鑄區段21相鄰端面201,而半預鑄區段22相鄰端面202。在本揭露中,用語「半預鑄」與用語「全預鑄」皆用於指稱梁本體對應之區段之整體是利用預鑄方式製成。惟半預鑄區段22因其上方需於後階段與樓地板14(參照圖4)接合,因此其與全預鑄區段21相比,半預鑄區段22的上表面以及包含於其中之箍筋的彎鉤暴露於外部,以與樓地板14之鋼筋和混凝土接合。為說明目的,故將此二個區段分別稱作全預鑄區段21與半預鑄區段22。As shown in FIG. 2 , the beam body 2 is a rectangular columnar structure, and has two end faces 201 and 202 at both ends of the length direction L. In one embodiment, the beam body 2 has sections in the length direction L that are made by different precasting methods. For example, the beam body 2 includes a full precast section 21 and a half precast section 22 connected to the full precast section in the length direction L, wherein the full precast section 21 is adjacent to the end face 201, and the half precast section 22 is adjacent to the end face 202. In the present disclosure, the terms "half precast" and "full precast" are both used to refer to the corresponding section of the beam body being made by precasting as a whole. However, since the upper part of the semi-cast section 22 needs to be joined with the floor slab 14 (refer to FIG. 4 ) in the later stage, compared with the fully-cast section 21, the upper surface of the semi-cast section 22 and the bent hooks of the stirrups contained therein are exposed to the outside to be joined with the steel bars and concrete of the floor slab 14. For the purpose of explanation, these two sections are respectively referred to as the fully-cast section 21 and the semi-cast section 22.

如圖2、3所示,全預鑄區段21具有一第一上表面211、一第一外表面212、一第一下表面213、以及一第一內表面214。第一外表面212之上方以及下方分別鄰接於第一上表面211與第一下表面213之外側,且第一內表面214之上方以及下方分別鄰接於第一上表面211與第一下表面213之內側。在一示範性實施例中,全預鑄區段21之第一上表面211之向一外側OS傾斜,以利導引水流。並且,全預鑄區段21包括沿長度方向L延伸並自第一上表面211的一內側IS向上突出的一突出結構215。如圖3所示,突出結構215係經構形以將全預鑄區段21與一牆板15接合。關於全預鑄區段21與牆板15之連結方式將於後方進一步詳述。另一方面,如圖3所示,全預鑄區段21之第一內表面214具有向外伸出之鋼筋,以供樓地板附接。As shown in FIGS. 2 and 3 , the fully precast section 21 has a first upper surface 211, a first outer surface 212, a first lower surface 213, and a first inner surface 214. The upper and lower parts of the first outer surface 212 are adjacent to the outer sides of the first upper surface 211 and the first lower surface 213, respectively, and the upper and lower parts of the first inner surface 214 are adjacent to the inner sides of the first upper surface 211 and the first lower surface 213, respectively. In an exemplary embodiment, the first upper surface 211 of the fully precast section 21 is inclined toward an outer side OS to facilitate water flow guidance. In addition, the fully precast section 21 includes a protruding structure 215 extending along the length direction L and protruding upward from an inner side IS of the first upper surface 211. As shown in FIG3 , the protruding structure 215 is configured to connect the fully precast section 21 to a wall panel 15. The connection method of the fully precast section 21 and the wall panel 15 will be further described later. On the other hand, as shown in FIG3 , the first inner surface 214 of the fully precast section 21 has steel bars extending outward for the floor plate to be attached.

另一方面,如圖2、4所示,半預鑄區段22具有一第二上表面221、一第二外表面222、一第二下表面223、一第二內表面224。第二外表面222鄰接於第二上表面221與第二下表面223之外側,且第二內表面224鄰接於第二上表面221與第二下表面223之內側。如圖2所示,全預鑄區段21之第一上表面211高於半預鑄區段22之第二上表面221。在建築系統完成時,第二上表面221係受樓地板14所覆蓋並與樓地板14結合。On the other hand, as shown in FIGS. 2 and 4 , the semi-precast section 22 has a second upper surface 221, a second outer surface 222, a second lower surface 223, and a second inner surface 224. The second outer surface 222 is adjacent to the outer sides of the second upper surface 221 and the second lower surface 223, and the second inner surface 224 is adjacent to the inner sides of the second upper surface 221 and the second lower surface 223. As shown in FIG. 2 , the first upper surface 211 of the fully precast section 21 is higher than the second upper surface 221 of the semi-precast section 22. When the building system is completed, the second upper surface 221 is covered by the floor 14 and combined with the floor 14.

在一實施例中,如圖2、4所示,複數個箍筋8沿長度方向L間隔排列設置於梁本體2中,其中複數個箍筋的每一者大致呈U形,並包含兩個彎鉤81於其上方之二個端部。相對半預鑄區段22設置之複數個箍筋8的彎鉤81係伸出於半預鑄區段22之第二上表面221,以與樓地板14進行固接。In one embodiment, as shown in FIGS. 2 and 4 , a plurality of stirrups 8 are arranged in the beam body 2 at intervals along the length direction L, wherein each of the plurality of stirrups is substantially U-shaped and includes two hooks 81 at two ends above the stirrups. The hooks 81 of the plurality of stirrups 8 arranged relative to the semi-precast section 22 extend from the second upper surface 221 of the semi-precast section 22 to be fixedly connected to the floor plate 14.

如圖1所示,預鑄陽台板3係經構形以形成建築單元1之一陽台之外緣。在一實施例中,預鑄陽台板3沿長度方向L大致平行於該半預鑄區段22延伸,並設置於半預鑄區段之第二上表面221的外側OS上。如圖4所示,預鑄陽台板3包括一水平延伸段31及一垂直延伸段32。水平延伸段31具有一內側端311及相對於內側端311之一外側端312,其中內側端311係設置於半預鑄區段22之第二上表面221的外側OS。垂直延伸段32垂直連接於水平延伸段31之外側OS之一端並向上延伸。在一示範性實施例中,位於陽台區域外側之一欄杆34係固接於垂直延伸段32之上方,以保護人員之安全。As shown in FIG1 , the precast balcony panel 3 is configured to form the outer edge of a balcony of the building unit 1. In one embodiment, the precast balcony panel 3 extends approximately parallel to the semi-precast section 22 along the length direction L, and is disposed on the outer side OS of the second upper surface 221 of the semi-precast section. As shown in FIG4 , the precast balcony panel 3 includes a horizontal extension section 31 and a vertical extension section 32. The horizontal extension section 31 has an inner end 311 and an outer end 312 opposite to the inner end 311, wherein the inner end 311 is disposed on the outer side OS of the second upper surface 221 of the semi-precast section 22. The vertical extension section 32 is vertically connected to one end of the outer side OS of the horizontal extension section 31 and extends upward. In an exemplary embodiment, a railing 34 located outside the balcony area is fixedly connected to the top of the vertical extension section 32 to protect the safety of personnel.

在一實施例中,預鑄陽台板3與梁本體2接合之方式包括以下步驟:首先,在預鑄陽台板3設置於梁本體2之前,先將一支撐架25組裝於梁本體2之半預鑄區段22之第二外表面222上。在一實施例中,半預鑄區段22之第二外表面222包括多個鎖附定位孔23,其經構形以透過複數個固定件24鎖附支撐架25。支撐架25可為一三角支架。在完成支撐架25之安裝後,將預鑄陽台板3設置於梁本體2之第二上表面221上方,其中,預鑄陽台板3之水平延伸段31之一外表面314上鄰近內側端311之區域係貼合於梁本體2之第二上表面221,而外表面314之其餘區域則抵靠於支撐架25上。在完成預鑄陽台板3之定位後,在梁本體2之第二上表面221上方鋪設樓地板14,其中樓地板14係透過自預鑄陽台板3之水平延伸段31之內側端311伸出之複數個鋼筋33與預鑄陽台板3固接,並且透過自梁本體2之第二上表面221伸出之箍筋8之彎鉤81與梁本體2固接。在樓地板14係鋪設完成後,樓地板14之一上表面141與水平延伸段31的一上表面313齊平。隨後,支撐架25在樓地板14之混凝土凝固後即自梁本體2移除,不保留於建築單元之上。在支撐架25移除後,預鑄陽台板3之水平延伸段31之外表面314之大部分面積係懸空於梁本體2之外部(即暴露於建築單元1外部)。In one embodiment, the method of joining the precast balconies 3 and the beam body 2 includes the following steps: first, before the precast balconies 3 are arranged on the beam body 2, a support frame 25 is assembled on the second outer surface 222 of the semi-precast section 22 of the beam body 2. In one embodiment, the second outer surface 222 of the semi-precast section 22 includes a plurality of locking positioning holes 23, which are configured to lock the support frame 25 through a plurality of fixing members 24. The support frame 25 can be a triangular support. After the installation of the support frame 25 is completed, the pre-cast balcony plate 3 is set above the second upper surface 221 of the beam body 2, wherein the area adjacent to the inner end 311 on the outer surface 314 of the horizontal extension section 31 of the pre-cast balcony plate 3 is in contact with the second upper surface 221 of the beam body 2, and the remaining area of the outer surface 314 is against the support frame 25. After the precast balcony slab 3 is positioned, the floor 14 is laid on the second upper surface 221 of the beam body 2, wherein the floor 14 is fixed to the precast balcony slab 3 through a plurality of steel bars 33 extending from the inner side end 311 of the horizontal extension section 31 of the precast balcony slab 3, and is fixed to the beam body 2 through the bent hook 81 of the stirrup 8 extending from the second upper surface 221 of the beam body 2. After the floor 14 is laid, an upper surface 141 of the floor 14 is flush with an upper surface 313 of the horizontal extension section 31. Subsequently, the support frame 25 is removed from the beam body 2 after the concrete of the floor 14 is solidified, and is not retained on the building unit. After the support frame 25 is removed, most of the outer surface 314 of the horizontal extension section 31 of the pre-cast balcony panel 3 is suspended outside the beam body 2 (i.e., exposed outside the building unit 1).

複數個裝飾件4係設置於梁本體2上暴露於建築單元1外部之表面,以對建築單元1之外觀進行裝飾。在一實施例中,複數個裝飾件4係至少設置於全預鑄區段21之第一上表面211、全預鑄區段21之第一外表面212、半預鑄區段22之第二外表面222、及預鑄陽台板3之水平延伸段31之外表面314及垂直延伸段32之一外表面315之上。在一些實施例中,如圖3、4所示,全預鑄區段21之第一下表面213、半預鑄區段22之第二下表面223、半預鑄區段22之第二內表面224同樣為裝飾件4所覆蓋。裝飾件4可為磁磚、石英磚、其他石材或其他材質之裝飾件。The plurality of decorative elements 4 are disposed on the surface of the beam body 2 exposed to the outside of the building unit 1 to decorate the appearance of the building unit 1. In one embodiment, the plurality of decorative elements 4 are disposed at least on the first upper surface 211 of the full precast section 21, the first outer surface 212 of the full precast section 21, the second outer surface 222 of the semi-precast section 22, and the outer surface 314 of the horizontal extension section 31 and one outer surface 315 of the vertical extension section 32 of the precast balcony slab 3. In some embodiments, as shown in FIGS. 3 and 4 , the first lower surface 213 of the full precast section 21, the second lower surface 223 of the semi-precast section 22, and the second inner surface 224 of the semi-precast section 22 are also covered by the decorative elements 4. The decorative element 4 can be a ceramic tile, a quartz tile, other stone materials or decorative elements of other materials.

圖5展示本揭露之一實施例中分隔板6及牆板15之示意圖。在一實施例中,分隔板6為L形,並包括一第一分隔段61及一第二分隔段62。第二分隔段62垂直連接至第一分隔段61之一端。參照圖1,在一實施例中,分隔板6係經構形以界定陽台區域19之部分邊界,其中第一分隔段61分隔全預鑄區段21之第一上表面211及半預鑄區段22之第二上表面221,並且第二分隔段62垂直連接至第一分隔段61之內側端。第二分隔段62可設置於半預鑄區段22之第二上表面221的內側IS上,且其遠離第一分隔段61之一端包括一凸緣63。凸緣63係經構形以與一門框65耦接。此外,第一分隔段61遠離第二分隔段62之一端包括一凹槽64,一定位表面641界定於凹槽64之下方,定位表面641可用於設置一鋁格柵鐵件(未顯示於圖示),以作為造型。FIG5 shows a schematic diagram of a partition plate 6 and a wall panel 15 in one embodiment of the present disclosure. In one embodiment, the partition plate 6 is L-shaped and includes a first partition segment 61 and a second partition segment 62. The second partition segment 62 is vertically connected to one end of the first partition segment 61. Referring to FIG1, in one embodiment, the partition plate 6 is configured to define a portion of the boundary of the balcony area 19, wherein the first partition segment 61 separates the first upper surface 211 of the full precast section 21 and the second upper surface 221 of the semi-precast section 22, and the second partition segment 62 is vertically connected to the inner end of the first partition segment 61. The second partition segment 62 can be disposed on the inner side IS of the second upper surface 221 of the semi-precast section 22, and one end thereof away from the first partition segment 61 includes a flange 63. The flange 63 is configured to couple with a door frame 65. In addition, one end of the first partition 61 away from the second partition 62 includes a groove 64, and a positioning surface 641 is defined below the groove 64. The positioning surface 641 can be used to set an aluminum grille iron (not shown in the figure) for shaping.

參照圖3,牆板15係豎立於全預鑄區段21之第一上表面211之內側上。在一實施例中,牆板15之一下表面151之外型係互補於位於全預鑄區段21之第一上表面211上之突出結構215之外型,以利牆板15之定位。並且,一鎖附組件16係自全預鑄區段21之突出結構215伸出。牆板15上包括一凹槽152相鄰牆板15之下表面151,一連接結構153可設置於凹槽152內。藉由鎖附組件16與連接結構153之接合,牆板15可固定於全預鑄區段21之第一上表面211上。Referring to FIG. 3 , the wall panel 15 is vertically disposed on the inner side of the first upper surface 211 of the fully precast section 21. In one embodiment, the outer shape of a lower surface 151 of the wall panel 15 complements the outer shape of the protruding structure 215 located on the first upper surface 211 of the fully precast section 21, so as to facilitate the positioning of the wall panel 15. In addition, a locking component 16 extends from the protruding structure 215 of the fully precast section 21. The wall panel 15 includes a groove 152 adjacent to the lower surface 151 of the wall panel 15, and a connecting structure 153 can be disposed in the groove 152. By engaging the locking component 16 with the connecting structure 153, the wall panel 15 can be fixed on the first upper surface 211 of the fully precast section 21.

參照圖6,在一實施例中,複數個定位鋼筋17係埋設於全預鑄區段21內,並自全預鑄區段21之第一上表面211向上伸出。並且,複數個定位孔155,相對複數個定位鋼筋17設置於牆板15之下表面151。複數個定位鋼筋17及複數個定位孔155皆沿全預鑄區段21之長度方向L(參見圖1)延伸設置,且彼此相對應。在牆板15設置於全預鑄區段21上方時,複數個定位鋼筋17分別插設於複數個定位孔155中。一砂漿材料18係經由器具填充於定位孔155中,藉此將定位鋼筋17固定於定位孔155中。然而,本發明之實施例並不僅此為限,在其他實施例中,定位鋼筋亦可自牆板15之下表面151伸出,且定位孔形成於全預鑄區段21之第一上表面211。Referring to FIG. 6 , in one embodiment, a plurality of positioning steel bars 17 are embedded in the fully precast section 21 and extend upward from the first upper surface 211 of the fully precast section 21. In addition, a plurality of positioning holes 155 are provided on the lower surface 151 of the wall panel 15 relative to the plurality of positioning steel bars 17. The plurality of positioning steel bars 17 and the plurality of positioning holes 155 are both extended along the length direction L (see FIG. 1 ) of the fully precast section 21 and correspond to each other. When the wall panel 15 is provided above the fully precast section 21, the plurality of positioning steel bars 17 are respectively inserted into the plurality of positioning holes 155. A mortar material 18 is filled into the positioning holes 155 through a tool, thereby fixing the positioning steel bars 17 in the positioning holes 155. However, the embodiments of the present invention are not limited thereto. In other embodiments, the positioning steel bars may also extend from the lower surface 151 of the wall plate 15, and the positioning holes are formed on the first upper surface 211 of the fully pre-cast section 21.

參照圖7,在一實施例中,牆板15與分隔板6之間包括複數個密合件,以封閉形成於牆板15與分隔板6之間的一間隙G。舉例而言,牆板15與分隔板6之間可包括一泡棉棒71、二個膠條72、及一密封膠73。泡棉棒71係貼附於牆板15之側表面154與分隔板6之側表面611之間。二個膠條72則分別形成於牆板15之側表面154與分隔板6之側表面611之上,並且彼此貼合。密封膠73則形成於泡棉棒71之外側。藉由泡棉棒71、膠條72、及密封膠73之設置,進而防止水氣經由間隙G進入建築物之內部。Referring to FIG. 7 , in one embodiment, a plurality of sealing members are included between the wall panel 15 and the partition panel 6 to seal a gap G formed between the wall panel 15 and the partition panel 6. For example, a foam rod 71, two adhesive strips 72, and a sealing adhesive 73 may be included between the wall panel 15 and the partition panel 6. The foam rod 71 is attached between the side surface 154 of the wall panel 15 and the side surface 611 of the partition panel 6. The two adhesive strips 72 are formed on the side surface 154 of the wall panel 15 and the side surface 611 of the partition panel 6, respectively, and are attached to each other. The sealing adhesive 73 is formed on the outer side of the foam rod 71. By providing the foam rod 71, the rubber strip 72, and the sealant 73, moisture is prevented from entering the interior of the building through the gap G.

本揭露實施例提供一種建築單元,其包括梁本體與陽台板,由於梁本體與陽台板之外表面皆固定有裝飾件,建築單元無需額外在其外側表面貼附裝飾件,故可進一步減少施作所需的人力及時間,進一步減少建造成本。The disclosed embodiment provides a building unit including a beam body and a balcony board. Since the outer surfaces of the beam body and the balcony board are fixed with decorative parts, the building unit does not need to attach additional decorative parts on its outer surface, thereby further reducing the manpower and time required for construction and further reducing the construction cost.

以上所述之實施例僅係為說明本創作之技術思想及特點,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,當不能以之限定本創作之專利範圍,依本創作所揭示之精神所作之均等變化或修飾,仍應涵蓋在本創作之專利範圍內。The embodiments described above are only for illustrating the technical ideas and features of the present invention, and their purpose is to enable people familiar with this art to understand the content of the present invention and implement it accordingly. They cannot be used to limit the patent scope of the present invention. Equivalent changes or modifications made according to the spirit revealed by the present invention should still be covered by the patent scope of the present invention.

1:建築單元1: Building unit

2:梁本體2: Beam body

3:預鑄陽台板3: Pre-cast balcony panels

4:裝飾件4:Decoration

6:分隔板6: Separator

8:箍筋8: Stirrups

11:預鑄柱結構11: Pre-cast column structure

12:大梁12: Beam

13:內部小梁13: Internal trabeculae

14:樓地板14: Floor

15:牆板15:Wall Panel

16:鎖附組件16: Locking assembly

17:定位鋼筋17: Positioning steel bars

18:砂漿材料18:Mortar material

19:陽台區域19: Balcony area

21:全預鑄區段21: Fully pre-cast section

22:半預鑄區段22: Semi-precast section

23:鎖附定位孔23: Locking positioning hole

24:固定件24:Fixer

25:支撐架25: Support frame

26:主筋26: Main tendon

31:水平延伸段31: Horizontal extension section

32:垂直延伸段32: Vertical extension section

33:鋼筋33: Steel bars

34:欄杆34: Railing

61:第一分隔段61: First partition

62:第二分隔段62: Second partition

63:凸緣63: flange

64:凹槽64: Groove

65:門框65: Door frame

71:泡棉棒71: Foam stick

72:膠條72: Adhesive Strip

73:密封膠73: Sealant

81:彎鉤81: Bend Hook

131:卡接結構131: Card connection structure

141:上表面141: Upper surface

151:下表面151: Lower surface

152:凹槽152: Groove

153:連接結構153: Connection structure

154:側表面154: Side surface

155:定位孔155: Positioning hole

201:端面201: End face

202:端面202: End face

211:第一上表面211: first upper surface

212:第一外表面212: first outer surface

213:第一下表面213: first lower surface

214:第一內表面214: first inner surface

215:突出結構215: Prominent structure

221:第二上表面221: Second upper surface

222:第二外表面222: Second outer surface

223:第二下表面223: Second lower surface

224:第二內表面224: Second inner surface

311:內側端311: medial end

312:外側端312: Outer end

313:上表面313: Upper surface

314:外表面314: Outer surface

315:外表面315: Outer surface

611:側表面611: Side surface

641:定位表面641: Positioning surface

G:間隙G: Gap

IS:內側IS:Inside

L:長度方向L: Length direction

OS:外側OS: External

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展示本揭露之一實施例中的建築單元之俯視示意圖。FIG. 1 shows a schematic top view of a building unit in one embodiment of the present disclosure.

圖2展示本揭露之一實施例中的建築單元之之立體示意圖。FIG. 2 shows a three-dimensional schematic diagram of a building unit in an embodiment of the present disclosure.

圖3展示圖2中線段A-A之剖面示意圖。FIG3 is a schematic cross-sectional view showing the line segment A-A in FIG2.

圖4展示圖2中線段B-B之剖面示意圖。FIG4 is a schematic cross-sectional view showing the line segment B-B in FIG2.

圖5展示本揭露之一實施例中分隔板及牆板之示意圖。FIG. 5 is a schematic diagram showing a partition plate and a wall plate in one embodiment of the present disclosure.

圖6展示梁本體與牆板銜接處之剖面示意圖。FIG6 is a schematic cross-sectional view showing the joint between the beam body and the wall panel.

圖7展示圖5中線段C-C之剖面示意圖。FIG7 is a schematic cross-sectional view showing the line segment C-C in FIG5.

2:梁本體 2: Beam body

3:預鑄陽台板 3: Pre-cast balcony panels

4:裝飾件 4:Decoration

21:全預鑄區段 21: Fully pre-cast section

22:半預鑄區段 22: Semi-precast section

26:主筋 26: Main tendon

31:水平延伸段 31: Horizontal extension section

32:垂直延伸段 32: Vertical extension section

81:彎鉤 81: Bend hook

201:端面 201: End face

202:端面 202: End face

211:第一上表面 211: First upper surface

212:第一外表面 212: First outer surface

215:突出結構 215: Protruding structure

221:第二上表面 221: Second upper surface

222:第二外表面 222: Second outer surface

IS:內側 IS:Inside

L:長度方向 L: Length direction

OS:外側 OS: External side

Claims (10)

一種建築單元,包括:一梁本體,沿一長度方向延伸,且包括:一全預鑄區段,具有一第一上表面及鄰接該第一上表面之一第一外表面;以及一半預鑄區段,在該長度方向上銜接該全預鑄區段,且具有一第二上表面及鄰接該第二上表面之一第二外表面,其中該第一上表面高於該第二上表面;複數個箍筋,沿該長度方向間隔排列設置於該梁本體中,該複數個箍筋的每一者大致呈U形,並包含兩個彎鉤於其端部,其中該複數個箍筋相對該半預鑄區段設置之部分的複數個箍筋的彎鉤部分係伸出於該第二上表面;一預鑄陽台板,沿該長度方向大致平行於該半預鑄區段,並設置於該半預鑄區段之該第二上表面的一外側上;以及複數個裝飾件,係至少設置於該全預鑄區段之該第一上表面、該全預鑄區段之該第一外表面、該半預鑄區段之該第二外表面及該預鑄陽台板之一外表面。 A building unit comprises: a beam body extending in a length direction and comprising: a fully precast section having a first upper surface and a first outer surface adjacent to the first upper surface; and a half precast section connected to the fully precast section in the length direction and having a second upper surface and a second outer surface adjacent to the second upper surface, wherein the first upper surface is higher than the second upper surface; a plurality of stirrups arranged in the beam body at intervals along the length direction, each of the plurality of stirrups being substantially U-shaped and comprising Containing two hooks at its ends, wherein the hook portions of the plurality of stirrups of the portion where the plurality of stirrups are arranged relative to the semi-precast section extend out of the second upper surface; a precast balcony plate, which is approximately parallel to the semi-precast section along the length direction and is arranged on an outer side of the second upper surface of the semi-precast section; and a plurality of decorative parts, which are arranged at least on the first upper surface of the full precast section, the first outer surface of the full precast section, the second outer surface of the semi-precast section, and an outer surface of the precast balcony plate. 如請求項1所述之建築單元,其中該全預鑄區段之該第一上表面向其外側傾斜,且該全預鑄區段包括沿該長度方向延伸並自該第一上表面的一內側向上突出的一突出結構。 A building unit as described in claim 1, wherein the first upper surface of the fully precast section is inclined toward its outer side, and the fully precast section includes a protruding structure extending along the length direction and protruding upward from an inner side of the first upper surface. 如請求項1所述之建築單元,更包括:一分隔板,豎立於該梁本體上並位於該全預鑄區段與該半預鑄區段之交接處。 The building unit as described in claim 1 further includes: a partition plate vertically erected on the beam body and located at the junction of the fully precast section and the semi-precast section. 如請求項3所述之建築單元,其中該預鑄陽台板包括:一水平延伸段,具有一內側端及相對於該內側端之一外側端,該內側端係設置於該第二上表面的該外側上;以及一垂直延伸段,垂直連接於該水平延伸段之該外側端並向上延伸,用以固接一欄杆;以及複數個鋼筋,自該水平延伸段之該內側端伸出,其中該複數個裝飾件之部分係設置於該水平延伸段之一外表面及該垂直延伸段之一外表面之上。 The building unit as described in claim 3, wherein the precast balcony panel comprises: a horizontal extension section having an inner end and an outer end opposite to the inner end, the inner end being disposed on the outer side of the second upper surface; and a vertical extension section vertically connected to the outer end of the horizontal extension section and extending upward for fixing a railing; and a plurality of steel bars extending from the inner end of the horizontal extension section, wherein portions of the plurality of decorative parts are disposed on an outer surface of the horizontal extension section and an outer surface of the vertical extension section. 如請求項4所述之建築單元,更包括一樓地板,該樓地板位於該水平延伸段的內側並包覆該複數個鋼筋,且該樓地板之一上表面與該水平延伸段的一上表面齊平。 The building unit as described in claim 4 further includes a floor, which is located on the inner side of the horizontal extension section and covers the plurality of steel bars, and an upper surface of the floor is flush with an upper surface of the horizontal extension section. 如請求項5所述之建築單元,其中該第二外表面包括至少一鎖附定位孔,其經構形以鎖附在該樓地板之灌漿作業完成前暫時支撐該預鑄陽台板之一支撐架。 A building unit as described in claim 5, wherein the second outer surface includes at least one locking positioning hole, which is configured to be locked to a support frame that temporarily supports the precast balcony panel before the grouting work of the floor is completed. 如請求項3所述之建築單元,其中該分隔板包括:一第一分隔段,分隔該全預鑄區段之該第一上表面及該半預鑄區 段之該第二上表面;以及一第二分隔段,垂直連接至該第一分隔段之一端,該第二分隔段設置於該半預鑄區段之該第二外表面的一內側上,其中該第二分隔段遠離該第一分隔段之一端包括一凸緣,該凸緣經構形以與一門框耦接。 A building unit as described in claim 3, wherein the partition plate comprises: a first partition section, separating the first upper surface of the fully precast section and the second upper surface of the semi-precast section; and a second partition section, vertically connected to one end of the first partition section, the second partition section being disposed on an inner side of the second outer surface of the semi-precast section, wherein the second partition section includes a flange away from one end of the first partition section, the flange being configured to couple with a door frame. 如請求項7所述之建築單元,更包括一牆板,其沿該長度方向豎立於該全預鑄區段之該第一上表面之一內側上。 The building unit as described in claim 7 further includes a wall panel standing vertically on an inner side of the first upper surface of the fully precast section along the length direction. 如請求項8所述之建築單元,更包括:複數個定位鋼筋,沿該長度方向埋設於該牆板或該梁本體之一者內,並自該牆板或該梁本體之一者向外伸出;複數個定位孔,相對該複數個定位鋼筋設置於該牆板或該梁本體之另一者,該複數個定位鋼筋插設於該複數個定位孔內;以及一砂漿材料,填充於該複數個定位孔內。 The building unit as described in claim 8 further includes: a plurality of positioning steel bars embedded in one of the wall plate or the beam body along the length direction and extending outward from the wall plate or the beam body; a plurality of positioning holes provided in the other of the wall plate or the beam body relative to the plurality of positioning steel bars, the plurality of positioning steel bars being inserted into the plurality of positioning holes; and a mortar material filled in the plurality of positioning holes. 如請求項8所述之建築單元,其中該牆板相鄰該分隔板設置,且該建築單元更包括一膠條或一泡棉棒設置於該牆板與該分隔板之該第一分隔段之間,其中該第一分隔段之一自由端經構形以與該預鑄陽台板之一垂直延伸段相配合。 A building unit as described in claim 8, wherein the wall panel is disposed adjacent to the partition panel, and the building unit further comprises a rubber strip or a foam stick disposed between the wall panel and the first partition section of the partition panel, wherein a free end of the first partition section is configured to cooperate with a vertical extension section of the precast balcony panel.
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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20150059267A1 (en) * 2010-08-24 2015-03-05 Empire Technology Development Llc Prefabricated wall panels
CN215483525U (en) * 2021-07-02 2022-01-11 正方利民(天镇)建筑工业化有限公司 Novel precast concrete balcony

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20150059267A1 (en) * 2010-08-24 2015-03-05 Empire Technology Development Llc Prefabricated wall panels
CN215483525U (en) * 2021-07-02 2022-01-11 正方利民(天镇)建筑工业化有限公司 Novel precast concrete balcony

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