TWI783813B - Mold and method of forming hole in concrete waffle slab by using the same - Google Patents
Mold and method of forming hole in concrete waffle slab by using the same Download PDFInfo
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Abstract
Description
本揭露關於提供一種用於自格子板脫離模具之設備及方法。 The present disclosure is concerned with providing an apparatus and method for releasing a mold from a grating.
隨著新興科技的蓬勃發展,半導體之應用面廣泛,需求與日俱增,無論是人工智慧、車聯網/物聯網、Fintech區塊鏈或雲端醫療等新興科技均需要利用半導體產品(例如晶片)以進行快速以及複雜的運算。因此,為了滿足大量的半導體產品需求,建造半導體廠房的需求也越來越大。半導體在製造過程中需嚴格控制周遭環境的灰塵量,以免破壞半導體產品精度及可靠性。以格子梁穿孔樓板(格子板)構造建造潔淨室,係利用正壓將灰塵透過格子板穿孔排出潔淨室並經過過濾回風將乾淨的空器再次進入潔淨室內,是目前常使用在半導體廠房的設計方式。 With the vigorous development of emerging technologies, semiconductors have a wide range of applications and their demand is increasing day by day. Emerging technologies such as artificial intelligence, Internet of Vehicles/Internet of Things, Fintech blockchain or cloud medical care all need to use semiconductor products (such as chips) for rapid and complex calculations. Therefore, in order to meet the demand for a large number of semiconductor products, the demand for building semiconductor factories is also increasing. During the manufacturing process of semiconductors, the amount of dust in the surrounding environment must be strictly controlled to avoid damaging the accuracy and reliability of semiconductor products. The clean room is built with lattice beam perforated floor (grid slab) structure, which uses positive pressure to push the dust out of the clean room through the perforation of the lattice slab, and then returns the clean air to the clean room again through filtered return air. It is currently commonly used in semiconductor factories. Design way.
一般格子板製造方式,可分現場澆灌及預鑄場預鑄兩種。然而不論是現場澆灌或預鑄,均需設置一定數量位於格子板內部之模具,再灌注混凝土漿料於該等內部模具以及環繞格子板鋼筋籠的外模之間,以形成格子板以及位於其中的穿孔。習知工法之一係於格子板成形後,保留模具於格子板中,亦即不將格子板與位於其中之模具脫模,因此每一單位 之格子板即需使用一定數量且無法重複使用之模具,造成製造成本的增加。另一習知工法係於格子板成形後,利用傳統敲擊工具,例如鐵鎚,敲擊模具的頂部,以使該模具自與之接觸的穿孔中之混凝土表面脫離,進而可重複使用該模具。然該傳統敲擊方式,由於難以精準控制敲擊點以及敲擊力度,易破壞格子板的混凝土表面以及/或造成模具的變形或破壞。 General grating manufacturing methods can be divided into two types: on-site pouring and field pouring. However, no matter whether it is pouring on site or casting, it is necessary to set a certain number of molds inside the grid plate, and then pour concrete slurry between these internal molds and the outer form surrounding the grid plate reinforcement cage to form the grid plate and the inside of the grid plate. perforation. One of the conventional construction methods is to keep the mold in the grid plate after the grid plate is formed, that is, not to demould the grid plate and the mold in it, so each unit The grid board needs to use a certain number of molds that cannot be reused, resulting in an increase in manufacturing costs. Another conventional method is to use a traditional striking tool, such as a hammer, to hit the top of the mold after the grating is formed, so that the mold can be released from the concrete surface in the perforation it is in contact with, so that the mold can be reused . However, due to the difficulty in precisely controlling the tapping point and the tapping force in this traditional tapping method, it is easy to damage the concrete surface of the grating slab and/or cause deformation or damage of the mould.
緣是,為解決上述問題,本發明一實施例提供一種能夠在快速且不破壞混凝土格子板表面且不損傷模具的情況下,將形成於該混凝土格子板中之一孔洞的一模具自孔洞分離的脫模設備。該混凝土格子板包括一頂表面及相對於頂表面之一底表面,該孔洞連通頂表面及底表面。該模具的下端直徑大於該模具的上端直徑。該模具包括一頂壁及一側壁。頂壁包括複數個穿孔,且側壁之內表面包括複數個縱向肋條於其上。 The reason is that, in order to solve the above problems, an embodiment of the present invention provides a method capable of separating a mold formed in a hole in the concrete grating slab from the hole quickly and without damaging the surface of the concrete grating slab and without damaging the mould. demoulding equipment. The concrete grid plate includes a top surface and a bottom surface opposite to the top surface, and the hole communicates with the top surface and the bottom surface. The diameter of the lower end of the mold is larger than the diameter of the upper end of the mold. The mold includes a top wall and a side wall. The top wall includes a plurality of perforations, and the inner surface of the side wall includes a plurality of longitudinal ribs thereon.
在上述實施例中,該脫模設備包括一支撐架、一螺桿、一結合件及一驅動機構。該支撐架包括複數個支腳以及一支撐本體。複數個支腳固定至支撐本體,該支撐本體包括一螺孔於其中。該螺桿可旋轉地設置於支撐本體之螺孔中。該螺桿的外螺紋與螺孔的內螺紋配合。該結合件設置於螺桿之一端,其經構形以與模具的縱向肋條嚙合,該驅動機構與該螺桿之另一端連接並提供扭力至螺桿。在本發明一實施例中,該結合件包括一盤形結構,該盤形結構之一周緣具有相對於縱向肋條之溝槽,盤形結構包括定位槽形成於其上,其中該定位槽與該溝槽沿盤形結構之周緣交替排列。 In the above embodiments, the demoulding device includes a support frame, a screw, a coupling piece and a driving mechanism. The supporting frame includes a plurality of legs and a supporting body. A plurality of legs are fixed to the supporting body, and the supporting body includes a screw hole therein. The screw rod is rotatably arranged in the screw hole of the supporting body. The external thread of the screw rod cooperates with the internal thread of the screw hole. The coupling part is arranged at one end of the screw rod and configured to engage with the longitudinal rib of the mold, and the driving mechanism is connected with the other end of the screw rod and provides torque to the screw rod. In one embodiment of the present invention, the coupling member includes a disc-shaped structure, a peripheral edge of the disc-shaped structure has a groove opposite to the longitudinal rib, and the disc-shaped structure includes a positioning groove formed thereon, wherein the positioning groove and the The grooves are alternately arranged along the periphery of the disk-shaped structure.
根據本發明的一實施例,使用上述脫模設備之脫模方法包括:翻轉混凝土格子板使混凝土格子板之底表面朝上放置;提供並放置上 述脫模設備於混凝土格子板之底表面上方;將結合件置入模具中以嚙合縱向肋條;以及啟動驅動機構,以旋轉螺桿並使螺桿相對於支撐架進行直線運動,進而將模具自混凝土格子板分離並暴露孔洞。在本發明一實施例中,該結合件與該縱向肋條的嚙合步驟包括,盤形結構以一第一既定角度進入模具,並使縱向肋條通過溝槽;接著,旋轉盤形結構使之以一第二既定角度與定位槽嚙合。 According to an embodiment of the present invention, the demoulding method using the above-mentioned demoulding equipment includes: turning over the concrete grating slab so that the bottom surface of the concrete grating slab is placed upward; providing and placing the upper The demoulding device is above the bottom surface of the concrete grating slab; the joint is placed in the mold to engage the longitudinal ribs; and the driving mechanism is activated to rotate the screw and make the screw move linearly relative to the support frame, thereby pulling the mold from the concrete grating The plates separate and expose the holes. In one embodiment of the present invention, the step of engaging the coupling member with the longitudinal rib comprises: the disc-shaped structure enters the mold at a first predetermined angle, and the longitudinal rib passes through the groove; The second predetermined angle engages with the positioning groove.
在本發明另一實施例中,脫模設備包括一本體、一受衝擊結構、複數個長形嚙合件及一衝擊件。受衝擊結構位於本體之一上表面上方。長形嚙合件固接至本體之一下表面,並用以穿過並設置於模具的頂壁的複數個穿孔中。衝擊件用以提供一衝擊力至受衝擊結構。 In another embodiment of the present invention, the demoulding device includes a body, an impacted structure, a plurality of elongated engaging elements and an impacting element. The impacted structure is located above one of the upper surfaces of the body. The elongated engaging part is fixedly connected to a lower surface of the body, and is used to pass through and be arranged in a plurality of through holes in the top wall of the mould. The impact member is used to provide an impact force to the impacted structure.
根據本發明的一實施例,使用上述脫模設備之脫模方法包括:提供並放置上述脫模設備於混凝土格子板之頂表面上方;將長形接合件穿設模具中並抵靠縱向肋條;以及利用衝擊件衝擊受衝擊結構,使模具自混凝土格子板分離並暴露孔洞。 According to an embodiment of the present invention, the method of demoulding using the above-mentioned demoulding device comprises: providing and placing the above-mentioned demoulding device above the top surface of the concrete grating; passing the elongated joints through the mold and against the longitudinal ribs; And impacting the impacted structure with the impact member, so that the mold is separated from the concrete grating and the hole is exposed.
在本發明的又一實施例中,脫模設備包括一支撐架、一固定機構、一推壓結構及一驅動機構。該支撐架包括複數個支腳及一支撐本體。該支撐本體包括一伸縮機構於其中,複數個支腳固定至該支撐本體。該固定機構連接至支撐本體,並用以將支撐本體固定至混凝土格子板之頂表面。該推壓結構包括一推壓表面用以與模具接觸並提供一推力至該模具。推壓結構與支撐架之支撐本體之伸縮機構連接。該驅動機構與支撐本體之伸縮機構連接並驅動伸縮機構進行伸縮動作,以提供一推力至該推壓結構。在本發明一實施例中,該固定機構包括:一梁結構以及複數個柱結構固定至該梁結構,該梁結構與該支撐架之該支撐本體連接,且其兩端分 別包括一固定臂,該固定臂經構形以延伸至並抵接該混凝土格子板之該底表面。該支撐架之該支撐本體包含一通孔於其中,並且該支撐架之該支撐本體經由該通孔,可滑動地套接於該梁結構上。 In yet another embodiment of the present invention, the demoulding device includes a support frame, a fixing mechanism, a pushing structure and a driving mechanism. The support frame includes a plurality of legs and a support body. The support body includes a telescoping mechanism therein, and a plurality of legs are fixed to the support body. The fixing mechanism is connected to the supporting body and used for fixing the supporting body to the top surface of the concrete grating. The pushing structure includes a pushing surface for contacting with the mold and providing a pushing force to the mold. The pushing structure is connected with the telescoping mechanism of the support body of the support frame. The driving mechanism is connected with the telescoping mechanism supporting the main body and drives the telescoping mechanism to perform telescoping action, so as to provide a thrust to the pushing structure. In one embodiment of the present invention, the fixing mechanism includes: a beam structure and a plurality of column structures fixed to the beam structure, the beam structure is connected with the support body of the support frame, and its two ends are divided In addition, a fixed arm is configured to extend to and abut against the bottom surface of the concrete grating. The support body of the support frame includes a through hole therein, and the support body of the support frame is slidably sleeved on the beam structure through the through hole.
根據本發明的一實施例,使用上述脫模設備之脫模方法中包括:提供並放置上述脫模設備於混凝土格子板之頂表面上方,且固定臂抵接混凝土格子板之底表面;經由通孔移動沿梁結構,移動該支撐架之支撐本體至孔洞上方並使支撐架之支腳設置於孔洞之周圍;以及利用驅動機構驅動伸縮機構進行伸縮動作,進而使得推壓結構提供一推力至模具,以使模具自混凝土格子板分離並暴露孔洞。 According to an embodiment of the present invention, the demoulding method using the above-mentioned demoulding device includes: providing and placing the above-mentioned demoulding device above the top surface of the concrete grating slab, and the fixed arm abuts the bottom surface of the concrete grating slab; Move the hole along the beam structure, move the support body of the support frame above the hole and set the legs of the support frame around the hole; and use the drive mechanism to drive the telescopic mechanism to perform telescopic movements, so that the pushing structure provides a thrust to the mold to separate the mold from the concrete grating and expose the holes.
11:外模 11: Outer mold
12:底模 12: Bottom mold
13:內部空間 13: Internal space
15:上蓋 15: Top cover
20:模具 20: Mold
21:側壁 21: side wall
22:頂壁 22: top wall
23:縱向肋條 23: Longitudinal ribs
30:鋼筋籠 30: steel cage
31:延伸部 31: Extension
40:混凝土格子板 40: Concrete grating
41:頂表面 41: top surface
42:底表面 42: bottom surface
45:孔洞 45: hole
50:脫模設備 50: demoulding equipment
51:支撐架 51: support frame
52:螺桿 52: screw
53:結合件 53: Combination
54:定位槽 54: positioning slot
55:驅動機構 55: Driving mechanism
60:脫模設備 60: demoulding equipment
61:本體 61: Ontology
62:長形嚙合件 62: Elongated engagement piece
63:受衝擊結構 63: Shock structure
64:把手 64: handle
65:限位結構 65: limit structure
66:衝擊件 66:Impact piece
67:把手 67: handle
70:脫模設備 70: demoulding equipment
70a:脫模設備 70a: demoulding equipment
71:支撐架 71: support frame
72:固定機構 72: Fixing mechanism
73:推壓結構 73: Push structure
74:驅動機構 74: Driving mechanism
75:固定機構 75: Fixing mechanism
150:本體 150: Ontology
151:把手 151: handle
152:固定件 152:Fixer
211:上端 211: upper end
212:下端 212: lower end
213:內表面 213: inner surface
215:穿孔 215: perforation
511:支腳 511: Leg
512:支撐本體 512: Support body
513:螺孔 513: screw hole
530:盤形結構 530: Disc structure
531:溝槽 531: Groove
611:上表面 611: upper surface
612:下表面 612: lower surface
711:支撐本體 711: support body
712:支腳 712: Legs
713:墊結構 713: Pad structure
714:伸縮機構 714: telescopic mechanism
715:通孔 715: through hole
721:梁結構 721: Beam structure
722:固定臂 722: fixed arm
723:垂直延伸部 723: vertical extension
724:橫向延伸部 724: Lateral extension
725:柱結構 725: column structure
726:滾輪 726:Roller
741:管線 741: pipeline
751:纜索 751: cable
752:鎖定件 752: Locking piece
753:保護墊 753: Protective Pad
S10:方法 S10: Method
S11,S12,S13,S14:步驟 S11, S12, S13, S14: steps
S20:方法 S20: method
S21,S22,S23,S24:步驟 S21, S22, S23, S24: steps
S30:方法 S30: method
S31,S32,S33:步驟 S31, S32, S33: steps
圖1、2顯示本發明之一實施例中形成格子板之孔洞的部分步驟示意圖。 1 and 2 are schematic diagrams showing some steps of forming the holes of the grid plate in an embodiment of the present invention.
圖3顯示本發明之一實施例中一上蓋覆蓋一位於格子板中模具之俯視示意圖。 Fig. 3 shows a schematic top view of an upper cover covering a mold in a grid plate in an embodiment of the present invention.
圖4顯示本發明之一實施例位於格子板中之一模具之仰視示意圖。 Figure 4 shows a schematic bottom view of a mold in a grid plate according to an embodiment of the present invention.
圖5-8顯示本發明之一實施例中格子板模製方法之部分步驟之示意圖。 5-8 are schematic diagrams showing some steps of the lattice panel molding method in one embodiment of the present invention.
圖9顯示本發明之一實施例之一脫模方法之流程圖。 FIG. 9 shows a flowchart of a demoulding method according to an embodiment of the present invention.
圖10-15顯示本發明之一實施例之一脫模方法之部分步驟之示意圖。 10-15 are schematic diagrams showing some steps of a demoulding method according to an embodiment of the present invention.
圖16顯示本發明之一實施例之一脫模方法之流程圖。 Fig. 16 shows a flowchart of a demoulding method according to an embodiment of the present invention.
圖17顯示本發明之一實施例之一脫模設備之示意圖。 Fig. 17 shows a schematic diagram of a demoulding device according to an embodiment of the present invention.
圖18、19顯示本發明之一實施例之一脫模方法之部分步驟之示意圖。 18 and 19 are schematic diagrams showing some steps of a demoulding method according to an embodiment of the present invention.
圖20顯示本發明之一實施例之一脫模方法之流程圖。 Fig. 20 shows a flowchart of a demoulding method according to an embodiment of the present invention.
圖21顯示本發明之一實施例之一脫模設備之示意圖。 Fig. 21 shows a schematic diagram of a demoulding device according to an embodiment of the present invention.
圖22-23顯示本發明之一實施例之一脫模方法之部分步驟之示意圖。 22-23 are schematic diagrams showing some steps of a demoulding method according to an embodiment of the present invention.
圖24顯示本發明之一實施例之一脫模設備設置於混凝土格子板上之示意圖。 Fig. 24 shows a schematic diagram of a demoulding device set on a concrete grating slab according to an embodiment of the present invention.
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 characteristics, content and advantages of this creation and the effects it can achieve, this creation is hereby combined with the accompanying drawings and described in detail as follows in the form of an embodiment, and the purpose of the diagrams used therein is only For the purpose of illustrating and assisting the specification, the proportion and configuration relationship of the attached drawings should not be interpreted or limited to the patent scope of this creation.
圖1、2、5-8顯示本發明一實施例中模製一混凝土格子板之方法之部分步驟之示意圖。在一實施例中,如圖1所示,模製混凝土格子板之方法包括提供一外模11及一底模12,其中外模11係位於底模12之上方並圍繞底模12之外周緣設置,以定義一內部空間13。
Figures 1, 2, 5-8 show schematic diagrams of some steps in a method of molding a concrete grating panel in one embodiment of the present invention. In one embodiment, as shown in FIG. 1 , the method for molding a concrete grating slab includes providing an
如圖2所示,多個用於形成孔洞之模具20放置於內部空間13中。模具20包括一側壁21以及一頂壁22。側壁21形成一截頂中空圓錐形的結構。側壁21之上端211連結頂壁22之邊緣,並朝遠離頂壁22之方向延伸而終結於下端212。在一實施例中,側壁21的延伸方向係相對於頂壁22朝外傾斜,使得模具20之下端212的直徑W2大於模具20之上端211的直徑W1。
As shown in FIG. 2 , a plurality of
請同時參考圖2及圖3,在一實施例中,模具20之頂壁22之上方設置有一上蓋15。上蓋15可包括一本體150及複數個把手151。本體150接觸並覆蓋頂壁22,把手151設置於本體150面對頂壁22之相反側,較佳地位於該本體150的周緣。在一實施例中,上蓋15是藉由一固定件152(例如:螺栓)與模具20結合,避免上蓋15在施工過程中被移動。在一實施例中,本體150可與頂壁22之形狀相匹配並具有略大於頂壁22之面積。如此一來,當本體150設置於頂壁22上方時,本體150之邊緣略凸出於頂壁22之外緣。
Please refer to FIG. 2 and FIG. 3 at the same time. In one embodiment, an
請參考圖4,其顯示位於格子板中之模具20之仰視示意圖。在圖4之實施例中,模具20包括有多個縱向肋條23形成於模具20之側壁21之內表面213,舉例而言,模具20之內表面213上可設置有四個縱向肋條23,其中每一縱向肋條23在模具20的周向方向上等距離設置。然而,可以理解的是,本發明的實施例並不僅此為限,縱向肋條23的數量可依照實際需求調整。在部分其他實施例中,縱向肋條23可以省略設置。
Please refer to FIG. 4 , which shows a schematic bottom view of the
在一實施例中,模具20的頂壁22更包括有複數個穿孔215設置於至少一縱向肋條23之上方,其中至少一縱向肋條23在頂壁22上之投影位置係重疊於上方之穿孔215。在一實施例中,穿孔215的數量係對應於縱向肋條23的數量,亦即每一縱向肋條23之上方上方皆設置有一穿孔215。在部分其他實施例中,穿孔215則省略設置。
In one embodiment, the
在一實施例中,如圖5所示,模製混凝土格子板之方法包括在外模11與模具20之間設置鋼筋籠30。鋼筋籠30兩端包括有延伸部31,其延伸超越外模11並伸出至內部空間13的外部。延伸部31可為U形或鉤狀。
In one embodiment, as shown in FIG. 5 , the method for molding a concrete grating includes setting a
在一實施例中,如圖6所示,模製混凝土格子板之方法更包括澆置混凝土於內部空間13中,並靜置等待其固化,進而形成混凝土格子板40,其中每一模具20形成一孔洞45於混凝土格子板40內,孔洞45係連通混凝土格子板40之頂表面41及底表面42。在一示範性實施例中,混凝土澆置的高度係實質等於模具20的高度,於是混凝土格子板40之頂表面41與模具20之頂壁22齊平。蓋體15設置於模具20上方,在此情況下,由於蓋體15的面積較模具20之頂壁22之面積大,故蓋體15之周緣將抵靠於混凝土格子板40之頂表面41。藉此,當施工人員在混凝土格子板40之頂表面41上行走時,蓋體15可避免施工人員不甚直接踩踏模具20,造成模具掉落或移位,而危及施工人員的安全。
In one embodiment, as shown in FIG. 6, the method for molding concrete gratings further includes pouring concrete in the
在一實施例中,如圖7所示,模製混凝土格子板之方法更包括移除外模11及底模12。並且,如圖8所示,模製混凝土格子板之方法更包括移除設置於模具20上方之蓋體15。接著,模製混凝土格子板之方法更包括利用一脫模方法將位於混凝土格子板40中的模具20自孔洞45分離。
In one embodiment, as shown in FIG. 7 , the method for molding a concrete grating further includes removing the
圖9顯示本發明之一實施例之一脫模方法S10之流程圖。脫模方法S10包括步驟S11,提供如圖8所示之混凝土格子板40。脫模方法S10更包括步驟S12,翻轉混凝土格子板40,使混凝土格子板40之底表面42朝上放置。脫模方法S10更包括步驟S13,提供一脫模設備50,並將脫模設備50卡合於模具20。脫模方法S10更包括步驟S14,啟動一驅動機構55,使該模具20自該混凝土格子板40分離並暴露該孔洞45。
FIG. 9 shows a flowchart of a demoulding method S10 according to an embodiment of the present invention. The demoulding method S10 includes a step S11 of providing a
請參考圖10,根據本發明之一實施例,脫模設備50包括一支撐架51、一螺桿52及一結合件53。支撐架51係經構形以將脫模設備50
穩定放置於混凝土格子板40之上。在一實施例中,支撐架51包括二個支腳511以及一支撐本體512,二個支腳511分別連結於支撐本體512之兩端。在脫模設備50放置於已翻轉之混凝土格子板40之底表面42上之後,支撐本體512係平行混凝土格子板40之底表面42,且支腳511係抵靠於混凝土格子板40之底表面42。支撐本體512之實質中心具有一螺孔513穿設於其中,螺桿52可旋轉地設置於支撐本體512之螺孔513中,其中螺桿52的外螺紋與螺孔513的內螺紋配合。
Please refer to FIG. 10 , according to an embodiment of the present invention, the
結合件53以可分離的方式設置於螺桿52之一端,並經構形以與模具20之縱向肋條23嚙合。具體而言,結合件53包括一盤形結構530。盤形結構530之直徑係經選擇使盤形結構530可伸入至模具20之內部並與縱向肋條23嚙合。盤形結構530之一周緣具有複數個溝槽531,溝槽531具有可使縱向肋條23通過之寬度。另外,結合件53包括複數個定位槽54形成於盤形結構530之上並與溝槽531沿盤形結構530之周緣交替排列。在一實施例中,溝槽531的數量與定位槽54的數量皆相等於模具20之縱向肋條23之數量,但本發明並不僅此為限。溝槽531的數量或定位槽54的數量可大於模具20之縱向肋條23之數量,以利模具20與縱向肋條23嚙合。
The
上述步驟S13進一步包括,將脫模設備50之結合件53放入模具20內部(圖11),其中盤形結構530係以第一既定角度進入模具20內部。在上述第一既定角度,溝槽531係相對於模具20之縱向肋條23之位置,故在盤形結構530進入模具20的過程中,縱向肋條23通過溝槽531,使盤形結構530到達縱向肋條23的下方。
The above-mentioned step S13 further includes, putting the
上述步驟S13還包括旋轉結合件53至一第二既定角度(圖12)。在上述第二既定角度,定位槽54係位於縱向肋條23下方並與縱向肋
條23嚙合。在一實施例中,螺桿52係在結合件53放入模具20內部後才與結合件53中心之一螺帽接合進而共同形成一擷取機構。並且,上述結合件53自第一既定角度旋轉至第二既定角度的操作中,結合件53係連同螺桿52一起旋轉。因此,結合件53旋轉時,結合件53將同時在垂直方向上移動,進而完成定位槽54與縱向肋條23之嚙合。
The above step S13 also includes rotating the
在結合件53嚙合於模具20之後,進行上述步驟S14:啟動一驅動機構55使模具20自混凝土格子板40分離並暴露孔洞45。在一實施例中,在啟動驅動機構55之前,如圖13所示,先將驅動機構55(例如:一旋轉致動器或一電動扭力扳手)連接至螺桿52連接結合件53之端部的相對端。如此一來,在驅動機構55啟動後,如圖14所示,驅動機構55將旋轉螺桿52,並使螺桿52相對於支撐架51進行直線運動,進而向上移動模具20使其自混凝土格子板40分離並暴露孔洞45。
After the
在一實施例中,方法S10重複步驟S12-S14多次,以利用同一脫模設備50將所有模具20自混凝土格子板40分離並暴露所有孔洞45,進而完成混凝土格子板40之製作,如圖15所示。
In one embodiment, the method S10 repeats steps S12-S14 multiple times to separate all the
圖16顯示本發明之另一實施例之一脫模方法S20之流程圖。脫模方法S20包括步驟S21,提供如圖8所示之混凝土格子板40。脫模方法S20更包括步驟S22,提供一脫模設備60於混凝土格子板40之頂表面41上方。脫模方法S20之步驟S23與S24將於後文描述。
FIG. 16 shows a flowchart of a demoulding method S20 according to another embodiment of the present invention. The demoulding method S20 includes a step S21 of providing a
請參考圖17,在本發明一實施例中,脫模設備60包括一本體61、一受衝擊結構63、複數個長形嚙合件62、及一衝擊件66。本體61為一盤形結構且具有一上表面611及一相反於上表面611之下表面612。長形嚙合件62固接至本體61之下表面612,長形嚙合件62可沿垂直於下表面
612之方向延伸。長形嚙合件62的延伸長度可小於模具20之高度。受衝擊結構63設置於本體61之上表面611上方並凸設於本體61之上表面611。衝擊件66係與本體61分離設置並用以提供一衝擊力至受衝擊結構63。脫模設備60之本體61之上可設置複數個把手64,且衝擊件66之上亦可連結把手67,以方便人員操作脫模設備60。另外,脫模設備60可包括複數個限位結構65連接於本體61之周緣。
Please refer to FIG. 17 , in an embodiment of the present invention, the
在一實施例中,如圖18所示,上述步驟S22中進一步包括步驟S23,將脫模設備60之本體61連同長形嚙合件62放置於混凝土格子板40之頂表面41上,其中長形嚙合件62係穿設模具20之穿孔215並抵靠位於穿孔215下方之縱向肋條23之上端。此時,限位結構65的高度略高於格子板40之頂表面41。
In one embodiment, as shown in FIG. 18 , the above step S22 further includes step S23, placing the
在長形嚙合件62嚙合於模具20之後,脫模方法S20更包括步驟S24,利用衝擊件66衝擊受衝擊結構63,使模具20自混凝土格子板40分離並暴露孔洞45。具體而言,如圖18所示,衝擊件66係利用人工或機械之方式由本體61上方並藉由重力落下並衝擊受衝擊結構63。受此衝擊外力作用,如圖19所示,模具20將自混凝土格子板40分離進而暴露出孔洞45。值得注意的是,在本體61接近孔洞45時,限位結構65將自較格子板40之頂表面41之位置移動至抵靠混凝土格子板40之頂表面41,進而防止本體61進入孔洞45。由於本體61會停留於混凝土格子板40之頂表面41之上,模具20將隨重力自然落下並與脫模設備60的長形嚙合件62分離。
After the elongated engaging
圖20顯示本發明之另一實施例之一脫模方法S30之流程圖。脫模方法S30包括步驟S31,提供如圖8所示之混凝土格子板40。脫模方法S30更包括步驟S32,提供一脫模設備70於混凝土格子板40之頂表面
41上方。脫模方法S30之步驟S33將於後文描述。
FIG. 20 shows a flowchart of a demoulding method S30 according to another embodiment of the present invention. The demoulding method S30 includes a step S31 of providing a
請參考圖21,脫模設備70包括一支撐架71、一固定機構72及一推壓結構73。支撐架71包括一支撐本體711及複數個支腳712。支腳712圍繞支撐本體711並固接於支撐本體711之上。墊結構713可設置於支腳712之底部,以增加支腳712與混凝土格子板40之間之接觸面積以及摩擦力,並保護混凝土格子板40不因壓力而受到破壞。支撐本體711包括一伸縮機構714(例如:油壓缸)於其中。另外,支撐本體711更包括一通孔715於其上。推壓結構73連接於伸縮機構714下方。推壓結構73之底部具有一推壓表面用於接觸模具20之頂壁22。
Please refer to FIG. 21 , the
請同時參照圖21及圖22,固定機構72連接至支撐架71,並用以將支撐架71固定至混凝土格子板40之頂表面41上方。在一實施例中,固定機構72包括一梁結構721以及一或多個柱結構725。柱結構725連結梁結構721之底面,並經構形以支撐梁結構721於混凝土格子板40之頂表面41之上方。支撐本體711之通孔715套設於梁結構721之上,並可相對於梁結構721移動。
Please refer to FIG. 21 and FIG. 22 at the same time, the fixing
在一實施例中,固定機構72更包括一或多個滾輪726設置於柱結構725之底部。在脫模設備70放置於混凝土格子板40之頂表面41之後,柱結構725可通過滾輪726於混凝土格子板40之頂表面41之上移動。如此一來,固定機構72連同設置於其上之支撐架71可滑動於混凝土格子板40之頂表面41之上,減少人力搬運。
In one embodiment, the fixing
在一實施例中,如圖21及圖22所示,固定機構72更包括二個固定臂722。固定臂722係經構形以延伸至並抵接混凝土格子板40之底表面42進而增加脫模設備70整體之穩定性。具體而言,每一固定臂722包
括一垂直延伸部723及一橫向延伸部724。垂直延伸部723連接於梁結構721之一端並向下垂直延伸。梁結構721延伸之長度係經選擇,使固定機構72在放置於混凝土格子板40之頂表面41上方之後,垂直延伸部723之下端係低於混凝土格子板40之底表面42。橫向延伸部724連接垂直延伸部723之相反於梁結構721的另一端,並平行梁結構721延伸。如此一來,如圖21所示,梁結構721、垂直延伸部723與橫向延伸部724共同構成類似U字形之夾持結構,以在脫模設備70設置於混凝土格子板40之頂表面41上方之後,抵接混凝土格子板40之底表面42,進而增加脫模設備70之穩定性。
In one embodiment, as shown in FIGS. 21 and 22 , the fixing
在一實施例中,如圖22所示,脫模設備70更包括驅動機構74。驅動機構74通過一管線741與支撐本體711之伸縮機構714連接,以驅動伸縮機構714進行伸縮動作進而提供一推力至推壓結構73。驅動機構74可以多種合適之方式驅動伸縮機構714之伸縮動作。舉例而言,驅動機構74可包括一壓縮機且伸縮機構714可包括一油壓缸,驅動機構74通過管線741提供一加壓之液體至驅動伸縮機構714,以驅動伸縮機構714之伸縮運動。
In one embodiment, as shown in FIG. 22 , the
在一實施例中,脫模設備70設置於混凝土格子板40之頂表面41上方之後,支撐架71並未對齊孔洞45設置。為解決此問題,上述步驟S32進一步包括經由通孔715沿梁結構721,移動支撐架71之支撐本體711至孔洞45上方並使支撐架71之支腳712設置於孔洞45之周圍。如此一來,人員可輕易將支撐架71移動至孔洞45上方,而無須費力搬移支撐架71。
In one embodiment, after the
在脫模設備70設置完成之後,脫模方法S30更包括步驟
S33,利用脫模設備70之驅動機構74驅動伸縮機構714以將模具20自混凝土格子板40向下移除。在一實施例中,如圖23所示,驅動機構74驅動伸縮機構714進行伸縮動作,使推壓結構73之推壓表面接觸模具20並提供一推力推動模具20。受推壓結構73推動,模具20將自混凝土格子板40分離。
After the
在一實施例中,在完成步驟S33之後,人員可進一步沿梁結構721移動支撐架71,使支撐架71到達在同一橫向方向(平行於梁結構721延伸方向)排列之另一模具20的位置並重複步驟S33,以卸除該另一模具20。在同一橫向方向之模具20皆完成脫模程序後,人員可沿縱向方向推動固定機構72,使支撐架71到達位於另一橫向方向排列之多個模具20之一者的位置並重複步驟S33,以逐一卸除各模具20。於是,藉由固定機構72的設置,人員可有效率完成卸除混凝土格子板40上之所有模具20之脫模程序。
In one embodiment, after step S33 is completed, the personnel can further move the
應當理解的是,本發明之實施例中用於協助支撐架71定位之固定機構並不僅限於上述實施例之樣態,而可具有多種變化。舉例而言,在圖24所示之實施例中,脫模設備70a包括固定機構75。固定機構75包括一纜索751及多個鎖定件752。鎖定件752可為一卡鉤或一扣環,並連結於纜索751之兩端。在脫模設備70a設置於混凝土格子板40之頂表面41之後,纜索751穿過支撐架71之通孔715,且鎖定件752扣接於鋼筋籠30之延伸部31。在一實施例中,脫模設備70a更包括複數個保護墊753設置於纜索751與混凝土格子板40之間,以保護纜索751或混凝土格子板40因摩擦而受到破壞。
It should be understood that the fixing mechanism used to assist the positioning of the
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 term "a" or "an" in this article is used to describe the elements of the creation and ingredients. This term is only for the convenience of description and to give the basic concept of this creation. This statement should be read to include one or at least one, and the singular also includes the plural unless it is clearly stated otherwise. When used in conjunction with the word "comprising" in the claims, the word "a" may mean one or more than one. In addition, the term "or" herein means "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發明實施例之優點。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。 Words such as "above", "below", "up", "left", "right", "down", "body", "base", "vertical", "horizontal", "side" unless otherwise specified , "higher", "lower", "upper", "above", "below" and other spatial descriptions refer to the directions shown in the drawings. It should be understood that the spatial descriptions used herein are for illustration purposes only, and that actual implementations of the structures described herein may be spatially arranged in any relative orientation, such limitations not altering the advantages of the embodiments of the present invention. For example, in the description of some embodiments, providing that an element is "on" another element may encompass situations where the former element is directly on (eg, in physical contact with) the latter element as well as a Or a situation where a plurality of 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,該等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 "approximately", "substantially", "substantial" and "about" are used to describe and allow for minor variations. When used in conjunction with an event or circumstance, these terms can mean both circumstances in which the event or circumstance expressly occurred as well as circumstances in which the event or circumstance closely approximated to occur.
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 above-mentioned embodiments are only to illustrate the technical ideas and characteristics of this creation. Its purpose is to enable those who are familiar with this technology to understand the content of this creation and implement it accordingly. It should not be used to limit the patent scope of this creation. Equal changes or modifications made in accordance with the spirit disclosed in this creation shall still be covered by the patent scope of this creation.
20:模具 20: Mold
30:鋼筋籠 30: steel cage
40:混凝土格子板 40: Concrete grating
41:頂表面 41: top surface
42:底表面 42: bottom surface
45:孔洞 45: hole
50:脫模設備 50: demoulding equipment
51:支撐架 51: support frame
52:螺桿 52: screw
53:結合件 53: Combination
54:定位槽 54: positioning slot
55:驅動機構 55: Driving mechanism
511:支腳 511: Leg
512:支撐本體 512: Support body
513:螺孔 513: screw hole
530:盤形結構 530: Disc structure
Claims (9)
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TW110145444A TWI783813B (en) | 2020-08-31 | 2020-08-31 | Mold and method of forming hole in concrete waffle slab by using the same |
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TW110145444A TWI783813B (en) | 2020-08-31 | 2020-08-31 | Mold and method of forming hole in concrete waffle slab by using the same |
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TW202212684A TW202212684A (en) | 2022-04-01 |
TWI783813B true TWI783813B (en) | 2022-11-11 |
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Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TWM390975U (en) * | 2010-06-10 | 2010-10-21 | Big Jiuh Enterprise Co Ltd | Grid beam mold |
TWI453328B (en) * | 2010-12-13 | 2014-09-21 |
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Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TWM390975U (en) * | 2010-06-10 | 2010-10-21 | Big Jiuh Enterprise Co Ltd | Grid beam mold |
TWI453328B (en) * | 2010-12-13 | 2014-09-21 |
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