TWM638808U - Cheese slab - Google Patents
Cheese slab Download PDFInfo
- Publication number
- TWM638808U TWM638808U TW111209294U TW111209294U TWM638808U TW M638808 U TWM638808 U TW M638808U TW 111209294 U TW111209294 U TW 111209294U TW 111209294 U TW111209294 U TW 111209294U TW M638808 U TWM638808 U TW M638808U
- Authority
- TW
- Taiwan
- Prior art keywords
- mold
- perforations
- grating
- side surfaces
- grid plate
- Prior art date
Links
- 235000013351 cheese Nutrition 0.000 title abstract 2
- 230000002787 reinforcement Effects 0.000 claims description 37
- 230000002093 peripheral effect Effects 0.000 claims description 19
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- 230000003014 reinforcing effect Effects 0.000 abstract description 9
- 230000000295 complement effect Effects 0.000 description 22
- 239000004567 concrete Substances 0.000 description 21
- 238000010586 diagram Methods 0.000 description 16
- 238000010276 construction Methods 0.000 description 13
- 239000002184 metal Substances 0.000 description 13
- 229910052751 metal Inorganic materials 0.000 description 13
- 238000000034 method Methods 0.000 description 13
- 238000004519 manufacturing process Methods 0.000 description 10
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 6
- 238000009434 installation Methods 0.000 description 6
- 238000000465 moulding Methods 0.000 description 6
- 230000008878 coupling Effects 0.000 description 5
- 238000010168 coupling process Methods 0.000 description 5
- 238000005859 coupling reaction Methods 0.000 description 5
- 210000002435 tendon Anatomy 0.000 description 4
- 230000005540 biological transmission Effects 0.000 description 3
- 239000000428 dust Substances 0.000 description 3
- 229910052742 iron Inorganic materials 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 235000012431 wafers Nutrition 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 238000009423 ventilation Methods 0.000 description 1
Images
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Landscapes
- Dairy Products (AREA)
- Confectionery (AREA)
Abstract
Description
本創作係關於一種建築結構,尤其是一種格子板。 This creation is about an architectural structure, especially a lattice panel.
格子板結構係廣泛應用於目前的土木及建築工程領域中,尤其是高科技製造業廠房的興建,特別是晶圓廠製造業廠房。由於格子板結構具有耐震的特性,因此現今晶圓廠房樓板的興建大多採用格子板結構,以抵抗振動,進而使得精密製程機具可以穩定地設罝於廠房樓板。 Lattice structure is widely used in the current civil and construction engineering fields, especially in the construction of high-tech manufacturing plants, especially wafer manufacturing plants. Due to the earthquake resistance of the grid plate structure, most of the floor slabs of wafer factories today adopt the grid plate structure to resist vibration, so that precision process equipment can be stably installed on the floor of the factory building.
在預鑄混凝土柱跨度範圍內配合預鑄格子板以及預鑄梁,以形成廠房樓板,可最佳縮減施工期,並可大量減少施工人工數量,且易於搬運兼具美觀大方。詳而言之,預鑄格子板結構具有以下優點:由於格子板單元係預製生產,精度與平整度容易控制;格子板單元品質佳而均一;混凝土係現場澆注,格子板可完整結合;預鑄格子板強度足以支撐自重及施工載重;工地現場只剩吊裝工作、可省掉大量施工架、施工動線佳;且工期可縮短。 Cooperate with 預鑄 lattice panels and 預鑄 beams within the span range of 預鑄 concrete columns to form the floor slab of the factory building, which can best shorten the construction period and greatly reduce the number of construction labor. It is easy to carry and beautiful. In detail, the grid plate structure has the following advantages: because the grid plate unit is prefabricated, the precision and flatness are easy to control; the quality of the grid plate unit is good and uniform; the concrete is poured on site, and the grid plate can be completely combined; The strength of the grid plate is sufficient to support its own weight and construction load; only hoisting work is left on the construction site, which can save a lot of construction frames, and the construction movement line is good; and the construction period can be shortened.
此外,高科技產業的產品高精密度化,例如晶片或晶圓等在製造過程中需嚴格控制周遭的灰塵量,以免破壞產品精度及可靠性。以格子梁穿孔樓板構造建造潔淨室,係利用正壓將灰塵透過格子梁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 高科技廠房的設計方式。然而,由於格子板需要設計有許多穿孔,為了保持格子板的結構強度,格子板的厚度必須增加,如此將增加格子板的製造成本,且間接的使得該層樓高受到限制。 In addition, the high-precision products in the high-tech industry, such as chips or wafers, need to strictly control the amount of dust around them during the manufacturing process, so as not to damage the product precision and reliability. The clean room is built with the lattice beam perforated floor structure, which uses positive pressure to push the dust out of the clean room through the lattice beam perforation, and then returns the clean air to the clean room again through the filtered return air. It is currently commonly used in The way high-tech factories are designed. However, since the grating needs to be designed with many perforations, in order to maintain the structural strength of the grating, the thickness of the grating must be increased, which will increase the manufacturing cost of the grating and indirectly limit the height of the floor.
是以,為瞭解決上述問題,提供一種具有穿孔的格子板,其在不顯著增加厚度的情況下,具有較佳的結構強度,是業界所長久企盼。 Therefore, in order to solve the above-mentioned problems, it is long-awaited in the industry to provide a perforated grating panel, which has better structural strength without significantly increasing the thickness.
緣是,為達上述目的,本創作的一項態樣係關於一種格子板,其包括一板本體、複數個第一鋼筋籠、複數個第二鋼筋籠、複數個第一支撐鋼筋以及複數個第二支撐鋼筋。板本體大致成一矩形,並具有一第一表面、相對於第一表面的一第二表面、四個側表面、及自第一表面沿一厚度方向連通至第二表面的複數個穿孔。複數個第一鋼筋籠分別包含一第一主體部,其埋設於板本體中及一第一出筋部,延伸自第一主體部,並自四個側表面的一者向外沿一第一軸向延伸。複數個第二鋼筋籠分別包含一第二主體部,其埋設於板本體中及一第二出筋部,延伸自第二主體部,並自四個側表面的另一者向外沿一第二軸向延伸,第一軸向與第二軸向延伸實質垂直。複數個第一支撐鋼筋及複數個第二支撐鋼筋分別埋設於該板本體內、彼此交錯並經配至使得複數個穿孔位於複數個第一支撐鋼筋以及複數個第二支撐鋼筋經交錯所形成的空間中。 The reason is that, in order to achieve the above purpose, an aspect of this creation is related to a grating board, which includes a board body, a plurality of first reinforcement cages, a plurality of second reinforcement cages, a plurality of first support reinforcement bars and a plurality of The second support bar. The plate body is roughly rectangular and has a first surface, a second surface opposite to the first surface, four side surfaces, and a plurality of through holes communicating from the first surface to the second surface along a thickness direction. The plurality of first reinforcement cages respectively include a first main body part, which is embedded in the panel body and a first reinforcement part, extending from the first main body part, and extending outward from one of the four side surfaces along a first Axial extension. The plurality of second reinforcement cages respectively include a second main body part embedded in the panel body and a second rib outlet part extending from the second main body part and extending outward from the other of the four side surfaces along a first Two axial extensions, the first axial extension and the second axial extension are substantially perpendicular. A plurality of first supporting steel bars and a plurality of second supporting steel bars are respectively buried in the plate body, staggered with each other and arranged so that the plurality of perforations are located in the staggered structure formed by the plurality of first supporting steel bars and the plurality of second supporting steel bars. in space.
1,1’:格子板 1,1': Grating board
10:板本體 10: Board body
11,11’:第一表面 11,11': first surface
12,12’:第二表面 12,12': second surface
13,13’:穿孔 13,13': perforation
14,15,16,17,14’,16’:側表面 14,15,16,17,14’,16’: side surface
18:倒角部 18: chamfering
19:傳輸凹槽 19: Transmission groove
20:第一鋼筋籠 20: The first reinforcement cage
22:第一主體部 22: The first main body
24,26,24’,26’:第一出筋部 24, 26, 24’, 26’: the first tendon exit
30:第二鋼筋籠 30: Second reinforcement cage
32:第二主體部 32: The second main body
34,36:第二出筋部 34,36: the second tendon exit
40:第一支撐鋼筋 40: The first support bar
50:第二支撐鋼筋 50: Second support bar
60:第三鋼筋籠 60: The third reinforcement cage
70:脫模設備 70: demoulding equipment
71:支撐架 71: support frame
72:螺桿 72: screw
73:結合件 73: Combination
74:支腳 74: Legs
75:支撐本體 75: Support body
76:定位槽 76: positioning slot
77:驅動機構 77: Driving mechanism
81:外模 81: Outer mold
82:底模 82: Bottom mold
90,90’,90”:模具 90,90’,90”: Mold
91,91”:側壁 91,91”: side wall
92,92”:頂壁 92,92”: top wall
93:縱向肋條 93: Longitudinal ribs
94:上蓋 94: top cover
95:穿孔空間 95: Perforated space
96:固定件 96:Fixer
98:內部空間 98: Internal space
99:穿孔 99: perforation
100,100’:回填塞 100,100': backfill plug
101,101’:上表面 101,101': upper surface
102,102’:互補輪廓 102,102': Complementary contours
103,103’:互補輪廓 103,103': Complementary contours
131:止擋輪廓 131: Stop profile
132,132’:外擴倒角 132,132’: External chamfering
134:內周面 134: inner peripheral surface
513:螺孔 513: screw hole
730:盤形結構 730: Disc structure
731:溝槽 731: Groove
751:螺孔 751: screw hole
901’:外擴部分 901': External expansion part
902’:止擋輪廓 902': Stop profile
903’:上周緣 903': upper edge
904’:下周緣 904': lower peripheral edge
911,911”:上端 911,911": upper end
912,912”:下端 912,912": lower end
a,b:交角 a,b: intersection angle
D:距離 D: distance
D1:第一軸向 D1: the first axis
D2:第二軸向 D2: second axis
D3:第三軸向 D3: the third axis
D4:第四軸向 D4: Fourth axis
H,h1,h1’:厚度 H, h1, h1': thickness
W1,W2:直徑 W1, W2: Diameter
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的範疇。 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為根據本創作一實施例的格子板的立體示意圖。 Fig. 1 is a three-dimensional schematic diagram of a grid board according to an embodiment of the present invention.
圖2為根據本創作上述實施例的格子板的俯視穿透示意圖。 Fig. 2 is a schematic top view of the grating panel according to the above-mentioned embodiment of the present invention.
圖3為根據本創作一實施例的格子板的製造流程示意圖一。 Fig. 3 is a first schematic diagram of the manufacturing process of a grid panel according to an embodiment of the present invention.
圖4為根據本創作上述實施例的格子板的製造流程示意圖二。 Fig. 4 is a second schematic diagram of the manufacturing process of the grating panel according to the above-mentioned embodiment of the present invention.
圖5為根據本創作上述實施例的格子板的製造流程示意圖三。 FIG. 5 is a third schematic diagram of the manufacturing process of the grating panel according to the above-mentioned embodiment of the present invention.
圖6為根據本創作上述實施例的格子板的製造流程示意圖四。 FIG. 6 is a fourth schematic diagram of the manufacturing process of the grid panel according to the above-mentioned embodiment of the present invention.
圖7為操作根據本創作一實施例的格子板中的模具的示意圖一。 Fig. 7 is a first schematic diagram of operating a mold in a grid panel according to an embodiment of the present invention.
圖8為操作根據本創作上述實施例的格子板中的模具的示意圖二。 FIG. 8 is a second schematic diagram of operating the mold in the grid plate according to the above-mentioned embodiment of the present invention.
圖9為操作根據本創作上述實施例的格子板中的模具的示意圖三。 FIG. 9 is a third schematic diagram of operating the mold in the grid plate according to the above-mentioned embodiment of the present invention.
圖10為操作根據本創作上述實施例的格子板中的模具的示意圖四。 FIG. 10 is a fourth schematic diagram of operating the mold in the grid plate according to the above-mentioned embodiment of the present invention.
圖11為操作根據本創作上述實施例的格子板中的模具的示意圖五。 FIG. 11 is a fifth schematic diagram of operating the mold in the grid plate according to the above-mentioned embodiment of the present invention.
圖12為顯示根據本創作一實施例中將格子板的回填塞置入穿孔的剖切示意圖一。 FIG. 12 is a first cut-away schematic diagram showing the backfilling plug of the grating plate inserted into the perforation according to an embodiment of the present invention.
圖13為顯示根據本創作上述實施例中將格子板的回填塞置入穿孔的剖切示意圖二。 FIG. 13 is a second cut-away schematic diagram showing the backfilling plugs of the grating panels inserted into the perforations according to the above-mentioned embodiment of the present invention.
圖14為顯示根據本創作另一實施例中將格子板的回填塞置入穿孔的剖切示意圖一。 FIG. 14 is a first cut-away schematic view showing the backfilling plug of the grating plate inserted into the perforation according to another embodiment of the present invention.
圖15為顯示根據本創作上述另一實施例中將格子板的回填塞置入穿孔的剖切示意圖二。 FIG. 15 is a second cut-away schematic diagram showing the backfill plug of the grating plate inserted into the perforation according to another embodiment of the present invention.
圖16為根據本創作另一實施例的格子板的穿孔的剖視示意圖。 Fig. 16 is a schematic cross-sectional view of a perforation of a grid plate according to another embodiment of the present invention.
圖17為根據本創作又一實施例的格子板的立體示意圖。 Fig. 17 is a schematic perspective view of a grid panel according to another embodiment of the present invention.
下文將參照圖式詳細描述本揭露的實施方式,其包含多種 實施例。應注意的是,本案實施方式的內容僅用於例示本揭露的一種具體態樣,並非限制本案所請揭露的範圍。 Embodiments of the present disclosure will be described in detail below with reference to the drawings, which include various Example. It should be noted that the content of the implementation mode of this case is only used to illustrate a specific aspect of this disclosure, and is not intended to limit the scope of disclosure requested in this case.
圖1為根據本創作第一實施例的格子板1的立體示意圖,其通常用於例如晶圓廠的樓地板,且大致呈矩形(立方體),為一鋼筋混凝土所構成的一預鑄結構體。本創作的格子板1在其他實施例中,並不侷限於圖1所展示的形狀,而係可根據廠房的需求,調整格子板1的形狀。
Fig. 1 is a three-dimensional schematic diagram of a
在圖1中,預鑄形格子板1的板本體10具有一第一表面11、一第二表面12、複數個穿孔13及四個側表面14-17。第一表面11及第二表面12彼此相對。穿孔13自第一表面11沿一厚度方向H連通到第二表面12。四個側表面14-17依序位於第一表面11及第二表面12分別連接的外側邊緣,其中側表面14、16彼此相對,側表面15、17比次相對。複數個穿孔13可均勻的分佈形成於預鑄格子板1中,且穿孔13可具有統一的尺寸與形狀。在本實施例中,格子板1具有沿長度方向及寬度方向上為8x2共16個圓形穿孔13。複數個穿孔13為無塵室或潔淨室的氣流迴風結構的一部分,用以排除無塵室或潔淨室中的灰塵。在一實施例中,穿孔13的尺寸例如可藉於30公分(cm)至45cm的一範圍之間,且穿孔13彼此之間的距例如可為50cm至70cm的一範圍之間。在另一實施例中,穿孔13的尺寸例如可藉於35cm至39cm的一範圍之間,且穿孔13的圓心到另一緊鄰穿孔13之間的距離例如可為60cm至65cm的一範圍之間。在其他實施例中,穿孔13的形狀及尺寸並不限於上述的形狀與尺寸,而係根據實際需要而調整。
In FIG. 1 , the
本實施例的預鑄格子板1還包含複數個第一鋼筋籠20及複數個第二鋼筋籠30(圖式僅標示各側表面14-17處的一第一鋼筋籠20及一
第二鋼筋籠30)。第一鋼筋籠20沿第一軸向D1延伸,並貫穿板本體10的相對側表面14、16。第二鋼筋籠30沿第二軸向D2延伸,並貫穿板本體10的相對側表面16、17。在本實施例中,第一軸向D1與第二軸向D2彼此相互垂直。
The 預鑄
圖2為根據本創作上述實施例的格子板的俯視透視示意圖,其中虛線部分表示埋入板本體10內的結構(例如鋼筋)。如圖2所示,複數個第一鋼筋籠20的每一者包含一第一主體部22及分別位於第一主體部22兩側的二個第一出筋部24、26。第一主體部22埋設於板本體10中。第一出筋部24、26分別延伸自第一主體部22的兩側,並分別自相對的側表面14、16向外沿第一軸向D1延伸。
FIG. 2 is a top perspective schematic diagram of the grating panel according to the above embodiment of the present invention, where the dotted line part indicates the structure embedded in the panel body 10 (such as steel bars). As shown in FIG. 2 , each of the plurality of first reinforcing
複數個第二鋼筋籠30每一者包含一第二主體部32及分別位於第二主體部32兩側的二個第二出筋部34、36。第二主體部32埋設於板本體10中。第二出筋部34、36延伸自第二主體部32,並自四個中的相對另二側表面15、17向外沿第二軸向D2延伸。
Each of the plurality of
請繼續參照圖2,本實施例的預鑄格子板1還包含複數個第一支撐鋼筋40以及複數個第二支撐鋼筋50,其分別埋設於板本體10內、彼此交錯並經配至使得穿孔13位於複數個第一支撐鋼筋40以及複數個第二支撐鋼筋50經交錯所形成的空間中。複數個第一支撐鋼筋40彼此平行設置,且複數個第二支撐鋼筋50也彼此平行設置。在圖2中,第一支撐鋼筋40沿著圖面的左下至右上的的第三軸向D3延伸。第二支撐鋼筋50沿著圖面的左上至右下的的第四軸向D4延伸。
Please continue to refer to FIG. 2 , the 預鑄
在本創作中,複數個第一支撐鋼筋40以及複數個第二支撐鋼筋50分別與四個側表面14-17形成介於0度至90度的一交角a、b。在本
實施例中交角a、b均為45度。每個第一支撐鋼筋40及第二支撐鋼筋50的長度可以依照實際設置位置而有所不同。例如位於板本體10的四角落的第一支撐鋼筋40及第二支撐鋼筋50的長度會小於鄰近於板本體10中間的第一支撐鋼筋40及第二支撐鋼筋50。
In this invention, the plurality of first support bars 40 and the plurality of second support bars 50 respectively form an intersection angle a, b ranging from 0° to 90° with the four side surfaces 14 - 17 . in this
In the embodiment, the intersection angles a and b are both 45 degrees. The length of each of the first supporting
從圖2的視角來看,複數個第一支撐鋼筋40以及複數個第二支撐鋼筋50環繞穿孔13而形成複數個菱形空間,大幅增加格子板1的結構支撐,特別是穿孔13附近的結構支撐,進而大幅提昇格子板整體結構的穩定性。透過複數個第一支撐鋼筋40以及複數個第二支撐鋼筋50,可在減少格子板1厚度且保有相同複數個穿孔13的情況下,提供結構設計所需的支撐。
From the perspective of Fig. 2, a plurality of first support bars 40 and a plurality of second support bars 50 surround the
在本實施例中,側表面14-17外的第一出筋部24、26及第二出筋部34、36中具有複數個封閉U字形。在一些實施例中,格子板1在其相對側表面14及另一相對側表面16可分別具有不同形式的第一鋼筋籠20的第一出筋部24、26及第二鋼筋籠30及第二出筋部34、36,以與格子板1鄰接的梁之鋼筋結合。
In this embodiment, the first bead-out
如圖1及2所示,在本實施例中,板本體10及四個平整的側表面14-17之間形成有一倒角部18,其有利於在搬運格子板1的過程中,減少格子板1的直接撞擊而破裂的風險。
As shown in Figures 1 and 2, in this embodiment, a
如圖1所示,在本實施例中,第一表面11上具有至少一傳輸凹槽19,用以運送格子板1時,作為固定的用途。需要注意的是,在運送及搭建格子板1時,第一表面11的傳輸凹槽19一般是朝向地面。
As shown in FIG. 1 , in this embodiment, at least one
如圖2所示,在本創作的一實施例中,格子板1的板本體10內亦包括複數個第三鋼筋籠60,鄰近於穿孔13並分別朝向鄰近的側表面
14-17朝外延伸出去。第三鋼筋籠60可平行於第一鋼筋籠20或第二鋼筋籠30,並可提升格子板1的支撐性。舉例來說,本實施例有四根第三鋼筋籠60,自板本體10內而從側表面14沿第一軸向D1向外延伸。本實施例有十二根第三鋼筋籠60,自板本體10內而從側表面15沿第二軸向D2向外延伸。本實施例有四根第三鋼筋籠60,自板本體10內而從側表面16沿第一軸向D1向外延伸。本實施例有十二根第三鋼筋籠60,自板本體10內而從側表面17沿第二軸向D2向外延伸。
As shown in Figure 2, in an embodiment of the present invention, the
圖3至6為根據本創作一實施例的格子板1的製造流程示意圖。在一實施例中,如圖3所示,模製混凝土格子板1的方法包括提供一外模81及一底模82,其中外模81係位於底模82的上方並圍繞底模82的外周緣設置,以定義一內部空間98。
3 to 6 are schematic diagrams of the manufacturing process of the
如圖3所示,複數個用於形成穿孔的模具90放置於內部空間98中。模具90包括一側壁91以及一頂壁92。側壁91形成一中空圓柱形的結構,並形成穿孔空間95。側壁91的上端911連結頂壁92的邊緣,並朝遠離頂壁92的方向延伸而終結於下端912。
As shown in FIG. 3 , a plurality of
請繼續參考圖3,在一實施例中,模具90的頂壁92的上方設置有一上蓋94,其可藉由一固定件(例如螺栓,未繪示)與模具90結合,避免上蓋94在施工過程中被移動。在一實施例中,上蓋94可與頂壁92的形狀相匹配並具有略大於頂壁92的面積。如此一來,當上蓋94設置於頂壁92上方時,上蓋94的邊緣略凸出於頂壁92的外緣。
Please continue to refer to FIG. 3 , in one embodiment, an
如圖3所示,模製混凝土格子板1的方法包括在外模81與模具90之間設置鋼筋籠(本視角以第二鋼筋籠30為例)。第二鋼筋籠30兩端包括有第二出筋部34、36,其延伸超越外模81並伸出至內部空間98的
外部。第二出筋部34、36可為U形或鈎狀。在其他實施例中,第二出筋部34、36可為U形或鈎狀。
As shown in FIG. 3 , the method for molding the
如圖3及圖4所示,模製混凝土格子板1的方法包括在外模81與模具90之間設置複數個第一支撐鋼筋40以及複數個第二支撐鋼筋50。第一支撐鋼筋40搭接在第二支撐鋼筋50上,且其均位於內部空間98內並位於第二主體部32中。
As shown in FIG. 3 and FIG. 4 , the method for molding the
如圖4所示,本實施例的方法更包括澆置混凝土於內部空間98中,並靜置等待其固化,進而形成預鑄格子板1的板本體10。需要注意的是,模具90內的穿孔空間95未被混凝土填充,因此每一模具90的穿孔空間95在澆置混凝土後形成一穿孔13於預鑄格子板1內,穿孔13係連通預鑄格子板1的第一表面11及第二表面12。在一實施例中,混凝土澆置的高度係實質等於模具90的高度,從而使得預鑄格子板1的第一表面11與模具90的頂壁92齊平。
As shown in FIG. 4 , the method of this embodiment further includes pouring concrete into the
另外,上蓋94設置於模具90上方,在此情況下,由於上蓋94的面積較模具90的頂壁92的面積大,故上蓋94的周緣將抵靠於預鑄格子板1的第一表面11。藉此,當施工人員在預鑄格子板1的第一表面11上行走時,上蓋94可避免施工人員不甚直接踩踏模具90,造成模具掉落或移位,因而可提升施工的安全。
In addition, the
在一實施例中,如圖5所示,模製混凝土格子板1的方法更包括移除外模81及底模82。接著,如圖6所示,模製混凝土格子板1的方法更包括移除設置於模具90上方的上蓋94。接著,模製混凝土格子板1的方法可更進一步包括利用一脫模方法將位於預鑄格子板1中的模具90自穿孔13分離。
In one embodiment, as shown in FIG. 5 , the method for molding the
請參考圖7,其顯示位於格子板1中的模具90的仰視示意圖(即顯示預鑄格子板1經翻轉後第二表面12朝上)。模具90包含一側壁91及複數個卡合件,本體圍繞複數個穿孔13的壁面,卡合件設置於側壁91的內表面上。在本實施例中,卡合件包括複數個縱向肋條93,形成於模具90的側壁91的內表面,舉例而言,模具90的內表面上可設置有四個縱向肋條93(圖7右側的穿孔13僅示出兩個縱向肋條93),其中每一縱向肋條93在模具90的周向方向上等距離設置。然而,可以理解的是,本創作的實施例並不僅此為限,縱向肋條93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93可以省略設置。
Please refer to FIG. 7 , which shows a schematic bottom view of the
在一實施例中,模具90的頂壁92更包括有複數個穿孔99,設置於至少一縱向肋條93的上方(圖式的下方)。其中至少一縱向肋條93在頂壁92上的投影位置係重疊於上方的穿孔99。在一實施例中,穿孔99的數量係對應於縱向肋條93的數量,亦即每一縱向肋條93的上方皆設置有一穿孔99。在部分其他實施例中,可省略設置穿孔99。
In one embodiment, the
根據本創作的一實施例中的模具90可經由一脫模設備70,以脫離格子板1。脫模設備70包括一支撐架71、一螺桿72及一結合件73。支撐架71經構形以將脫模設備70穩定放置於預鑄格子板1上。在一實施例中,支撐架71包括二個支腳74以及一支撐本體75,二個支腳74分別連結於支撐本體75的兩端。在脫模設備70放置於已翻轉的預鑄格子板1的第二表面12上後,支撐本體75的延伸方向平行於預鑄格子板1的第二表面12,且支腳74抵靠於預鑄格子板1的第二表面12。支撐本體75的實質中心具有一螺孔751穿設於其中,螺桿72可旋轉地設置於支撐本體75的螺孔751中,其中螺桿72的外螺紋與螺孔751的內螺紋配合。
The
結合件73以可分離的方式設置於螺桿72的一端,並經構形以與模具90的縱向肋條93嚙合。具體而言,結合件73包括一盤形結構730。盤形結構730的直徑可經選擇使盤形結構730可伸入至模具90的內部並與縱向肋條93嚙合。盤形結構730的一周緣具有複數個溝槽731,溝槽731具有可使縱向肋條93通過的寬度。另外,結合件73包括複數個定位槽76,形成於盤形結構730上並與溝槽731沿盤形結構730的周緣交替排列。在一實施例中,溝槽731的數量與定位槽76的數量皆相等於模具90的縱向肋條93的數量,但本創作並不僅此為限。溝槽731的數量或定位槽76的數量可大於模具90的縱向肋條93的數量,以利於模具90與縱向肋條93嚙合。
The
如圖8所示,上述步驟進一步包括:將脫模設備70的結合件73放入模具90內部,其中盤形結構730係以第一既定角度進入模具90內部。在上述第一既定角度時,溝槽731的位置相對於模具90的縱向肋條93的位置,從而在盤形結構730進入模具90的過程中,縱向肋條93通過溝槽731,使盤形結構730到達縱向肋條93的下方。
As shown in FIG. 8 , the above steps further include: putting the
如圖9所示,上述步驟還進一步包括旋轉結合件73至一第二既定角度。在上述第二既定角度,定位槽76係位於縱向肋條93下方並與縱向肋條93嚙合。在一實施例中,螺桿72係在結合件73放入模具90內部後才與結合件73中心的一螺帽接合進而共同形成一擷取機構。並且,上述結合件73自第一既定角度旋轉至第二既定角度的操作中,結合件73係連同螺桿72一起旋轉。因此,結合件73旋轉時,結合件73將同時在垂直方向上移動,進而完成定位槽76與縱向肋條93的嚙合。
As shown in FIG. 9 , the above steps further include rotating the
如圖10所示,在結合件73嚙合於模具90之後,啟動一驅動
機構77(例如:一旋轉致動器或一電動扭力扳手)使模具90自預鑄格子板1分離並暴露穿孔13。在一實施例中,在啟動驅動機構77之前,先將驅動機構77連接至螺桿72連接結合件73的端部的相對端。如此一來,如圖11所示,在驅動機構77啟動後,驅動機構77旋轉螺桿72,並使螺桿72相對於支撐架71進行直線運動,進而將模具90自預鑄格子板1分離並暴露穿孔13。
As shown in Figure 10, after the
在一實施例中,可重複上述步驟,以利用同一脫模設備70將所有模具90自預鑄格子板1分離並暴露所有穿孔13,進而完成預鑄格子板1的製作。
In one embodiment, the above steps can be repeated to use the
請參照圖12,本實施例可以提供一回填塞100,以密封穿孔13的頂部。在本實施例中,通孔13係具有至少一止擋輪廓131,其係形成於通孔13的內周面134上,而其型態可包含自通孔13的內周面134上沿著徑向向內突出的至少一凸出部。然而,在本創作中並不限制止擋輪廓131的數量及型態,止擋輪廓131亦可為兩個以上的上述凸出部,抑或可為沿通孔13的內周面134環狀徑向延伸的一環形凸緣。
Please refer to FIG. 12 , this embodiment can provide a
在本實施例中,回填塞100的下周緣具有一互補輪廓102,其互補於通孔13的止擋輪廓131,例如在圖3中所示的回填塞100的下周緣。該互補輪廓102例如可為互補於通孔13的內周面134上徑向向內突出的至少一凸出部的一缺口部。同樣地,在本創作中並不限制互補輪廓102的數量及型態,其亦可為兩個以上的上述缺口部,亦或可為沿回填塞100的下周緣的周圍方向延伸的一環形缺口。
In this embodiment, the lower peripheral edge of the
雖然本創作對回填塞於預鑄格子板1的厚度方向上(或高度方向上)的高度並沒有任何限制,然而由於回填塞100回填至通孔13中
時,將被通孔13的止擋輪廓131擋止而限制其進一步移動,使得回填塞100的上表面101能與預鑄格子板1的第一表面11齊平,因此回填塞100的高度將在止擋輪廓131在通孔13的內周面134上受到位置限制。
Although the present invention does not have any restrictions on the height of the backfill plug in the thickness direction (or height direction) of the
換句話說,藉由上述通孔與回填塞的型態,當回填塞100自該預鑄格子板1上方沿通孔13的軸向方向插入通孔13時,是受到該至少一止擋輪廓131的止擋而停駐於至少一止擋輪廓131處,而回填塞100具有一高度h1(見圖12)使得當回填塞100回填並被止擋於通孔13的止擋輪廓131時,回填塞100的上表面101與格子板1的第一表面11齊平,此一過程如圖13所示。此外,由於回填塞100上方需設置大型設備,因此回填塞100可具有一定的高度(或厚度),例如其高度(或厚度)為通孔13深度的至少五分之一(即h1>1/5H)。在一實施例中,其高度(或厚度)可介於通孔13深度的五分之一至三分之一之間(即1/3H>h1>1/5H),其可提供充分的支撐亦不至於過度浪費回填塞100材料的使用。
In other words, due to the above-mentioned configurations of the through hole and the backfill plug, when the
在一實施例中,回填塞100的上周緣可具有互補於通孔13的呈外擴倒角132型式止擋輪廓的一互補輪廓,例如在圖12所示的回填塞100的上周緣的互補輪廓103,其可為一凸緣,互補於通孔13的外擴倒角132。同樣地,在本創作中並不限制互補呈凸緣型式的互補輪廓103的數量及型態,其亦可為兩個以上的上述凸緣,抑或可為沿回填塞100的上周緣的周圍方向延伸的一環形凸緣。
In one embodiment, the upper edge of the
如圖13所示,藉由上述通孔與回填塞的型態,當回填塞100自該預鑄格子板1上方沿通孔13的軸向方向插入通孔13時,回填塞100的凸緣23將受外擴倒角132的擋止而停駐,且此時回填塞100的上表面101與格子板1的第一表面11齊平。
As shown in FIG. 13 , by virtue of the above-mentioned through hole and backfill plug type, when the
晶圓廠、面板廠或其他種廠房的建築中,作為樓層板用途的預鑄格子板1上常須安置及承載機器設備,且所承載的機器設備可能具有相當的重量且有較高的安裝精度要求,因此在安裝該等機器設備時,對所配置的樓層板的區域表面具有一定平整度的要求而不能具有通風孔。因此,本創作的預鑄格子板1的針對欲配置機器設備的安裝區域中的穿孔13,可藉由安裝回填塞100而被封閉,該回填塞100的構形係可使得回填塞100塞入穿孔13後,回填塞的上表面101與預鑄格子板1的第一表面11形成一平整表面。在將位於機器設備安裝區域內的預鑄格子板1的特定穿孔13,分別以回填塞100封閉後,可形成一平整表面以供機器設備安裝並設置於其上。回填塞100可為混凝土製成的結構體,或以鋼筋混凝土製成的結構體,但不限於上述材料。
In the construction of fabs, panel factories or other kinds of workshops, it is often necessary to place and carry machinery and equipment on the
如圖14及15所示,在另一實施例中,中空模具90’可不需拆卸,而仍緊貼設置於穿孔13’的壁面上。模具90’的端緣具有外擴輪廓,例如一外擴部分901’,其對應互補於穿孔13’的外擴倒角132’。在本創作中並不限制外擴輪廓(外擴部分901’)的數量及型態,其亦可為兩個以上的上述外擴輪廓,亦或可為在模具90’的上周緣903’沿其周圍方向延伸的一環形外擴輪廓,例如為環形外擴缺口或環形外擴切角。 As shown in Figures 14 and 15, in another embodiment, the hollow mold 90' does not need to be disassembled, but is still tightly arranged on the wall of the perforation 13'. The end edge of the mold 90' has a flared profile, such as a flared portion 901', which corresponds to a flared chamfer 132' complementary to the through hole 13'. In this creation, the quantity and type of the outwardly expanding contour (expanding part 901') are not limited, and it can also be more than two above-mentioned outwardly expanding contours, or it can be the upper edge 903' of the mold 90' An annular flared contour extending along its peripheral direction is, for example, an annular flared notch or a circular flared corner.
同樣地,回填塞100’的上周緣亦具有互補於模具90’而用於止擋用途的外擴輪廓901’的一互補輪廓103',其可為一凸緣,以互補於模具90’的外擴部分901’。同樣地,在本創作中並不限制互補呈凸緣型式的互補輪廓103'的數量及型態,其亦可為兩個以上的上述凸緣,抑或可為沿回填塞100’的上周緣的周圍方向延伸的一環形凸緣。如此可使回填塞100’的上表面101'與預鑄格子板1'的第一表面11’形成一平整表面。 Likewise, the upper edge of the backfill plug 100' also has a complementary profile 103' to the flared profile 901' complementary to the mold 90' for stop purposes, which may be a flange, complementary to the mold 90' The outer expansion part 901'. Likewise, the number and type of complementary contours 103' in the form of flanges are not limited in this creation, and it can also be more than two above-mentioned flanges, or it can be along the upper edge of the backfill plug 100' An annular flange extending in the circumferential direction. In this way, the upper surface 101' of the backfill plug 100' and the first surface 11' of the metal grating 1' can form a flat surface.
另一方面,在本實施例中模具90’更進一步具有一止擋輪廓902’,形成於複數個穿孔13’的內周面上,並與外擴部分901’保持一預定距離D。回填塞100’的下周緣具有至少一互補輪廓102',其互補於模具90’的止擋輪廓902’。在一實施例中,回填塞100’的下周緣的互補輪廓102’(例如可為一缺口部),互補於模具90’的內周面上徑向向內突出的止擋輪廓902’(例如至少一凸出部)。同樣地,在本創作中並不限制互補輪廓102'的數量及型態,互補輪廓102'亦可為兩個以上的上述缺口部,抑或可在回填塞100’的下周緣沿其周圍方向延伸的一環形缺口。
On the other hand, in this embodiment, the mold 90' further has a stop profile 902' formed on the inner peripheral surface of the plurality of through holes 13', and keeps a predetermined distance D from the expanded portion 901'. The lower periphery of the backfill plug 100' has at least one complementary profile 102', which is complementary to the stop profile 902' of the mold 90'. In one embodiment, the complementary profile 102' (for example, a notch) on the lower peripheral edge of the backfill plug 100' is complementary to the radially inwardly protruding stop profile 902' (eg, a notch) on the inner peripheral surface of the
如圖14及15所示,模具90’其較佳可具有與預鑄格子板1’的厚度相同的高度,因此根據上述方式製作而在預鑄格子板1’完成後,模具90’嵌入而固定設置於預鑄格子板1’,且其上周緣903’與下周緣904’可分別與預鑄格子板1’的第一表面11’與下表面12’齊平,而模具90’中的中空部分則形成穿孔13’。在本創作的一實施例中,模具90’在預鑄格子板1’完成前,即在澆置混凝土前作為形成通孔13’的模具90’,混凝土凝固後則成為預鑄格子板1’的永久的一部分。 As shown in Figures 14 and 15, the mold 90' can preferably have the same height as the thickness of the 預鑄 lattice board 1', so it is manufactured according to the above method and after the 預鑄 lattice board 1' is completed, the mold 90' is embedded and It is fixedly installed on the grid plate 1', and its upper edge 903' and lower edge 904' can be respectively flush with the first surface 11' and the lower surface 12' of the grid plate 1', and the mold 90' The hollow part forms the perforation 13'. In an embodiment of the invention, the mold 90' is used as the mold 90' for forming the through hole 13' before the concrete is poured before the grid plate 1' is completed, and becomes the grid plate 1' after the concrete is solidified. a permanent part of.
當在嵌有複數個模具90’的預鑄格子板1’上,有一區域預定作為安裝機器設備的表面時,則可使用所需數量的回填塞100’,將回填塞100’對準並填入位於該區域內模具90’所形成的穿孔13’中。如圖15所示,當回填塞100’回填完畢後,回填塞100’的上表面101'與預鑄格子板1’的第一表面11’齊平而形成一平整表面。藉此,整個預定區域上的平整表面以供機器設備安裝於其上。 When there is an area predetermined as a surface for installation of machinery and equipment on the metal grid plate 1' embedded with a plurality of molds 90', a required number of backfill plugs 100' can be used to align and fill the backfill plugs 100'. into the perforations 13' formed by the mold 90' located in this area. As shown in FIG. 15 , when the backfill plug 100' is backfilled, the upper surface 101' of the backfill plug 100' is flush with the first surface 11' of the iron grating 1' to form a flat surface. Thereby, a flat surface on the entire predetermined area is available for installation of machine equipment thereon.
此外,如圖14所示,回填塞100’較佳地具有一定的高度(厚度),例如其高度h1'(厚度)為通孔13’深度的至少五分之一(即 h1'>1/5H)。在一實施例中,高度h1'可以介於通孔13深度的五分之一到三分之一之間(即1/3H>h1'>1/5H),如此可提供充分的支撐亦不至於過度浪費回填塞100’材料的使用。 In addition, as shown in Figure 14, the backfill plug 100' preferably has a certain height (thickness), for example, its height h1' (thickness) is at least one-fifth of the depth of the through hole 13' (i.e. h1'>1/5H). In one embodiment, the height h1' can be between one-fifth and one-third of the depth of the through hole 13 (ie, 1/3H>h1'>1/5H), so as to provide sufficient support and not As for the excessive waste of backfill plug 100' material usage.
如圖16所示,在本實施例於前述的實施例的差異在於,模具90”的側壁91”的延伸方向係相對於頂壁92”朝外傾斜,從而使得模具90”的下端912”的直徑W2大於模具90的上端911”的直徑W1,而成截頭圓錐形狀。在其他未繪示的實施例中,模具90”的下端912”的直徑W2可小於模具90的上端911”的直徑W1。
As shown in Fig. 16, the difference between this embodiment and the preceding embodiments is that the extension direction of the
為應用於不同種類的廠房的用途,預鑄格子板的一相對側表面及另一相對側表面亦可具有相同形式的出筋部。如圖17所示,本實施例與前述實施例的差異在於,在本實施例中,格子板1’呈正方形狀,其具有在長度方向及寬度方向上為8x8共64個圓形穿孔13’。自側表面14’、16’中有複數個成對倒勾狀的第一出筋部24’、26’,而可在構築建築物結構時與梁帶的鋼筋結合的第一出筋部24’、26’或第二出筋部乃根據與預鑄梁的搭接需求而呈現。
In order to be used in different types of factory buildings, one opposite side surface and the other opposite side surface of the steel grating board can also have ribs of the same form. As shown in Figure 17, the difference between this embodiment and the preceding embodiments is that, in this embodiment, the grid plate 1' is in the shape of a square, which has a total of 64 circular perforations 13' of 8x8 in the length direction and width direction. . From the side surfaces 14', 16', there are a plurality of pairs of barb-shaped first ribs 24', 26', and the
本文中的用語「一」或「一種」係用以敘述本創作的元件及成分。此術語僅為了敘述方便及給予本創作的基本觀念。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 and components of this creation. 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 together with the word "comprising" in the claims, the word "a" can mean one or more than one. In addition, the word "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」、「水準」、「側」、「較高」、「下部」、「上部」、「上方」、 「下面」等空間描述係關於圖中所展示的方向加以指示。應理解,本文中所使用的空間描述僅出於說明的目的,且本文中所描述的結構的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創作實施例的優點。舉例來說,在一些實施例的描述中,提供「在」另一元件「上」的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。 Terms such as "above", "below", "up", "left", "right", "down", "body", "base", "vertical", "horizontal", "side" unless otherwise specified , "higher", "lower", "upper", "above", Spatial descriptions such as "below" refer to directions shown in the drawings. It should be understood that the spatial descriptions used herein are for illustrative purposes only, and that actual implementations of the structures described herein may be spatially configured in any relative orientation, such limitations not altering the advantages of the inventive embodiments. For example, in descriptions of some embodiments, providing an element "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的變化。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的情況以及事件或情形極近似於發生的情況。 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 instances in which the event or circumstance expressly occurred as well as instances in which the event or circumstance occurred in close proximity.
本文中的用語「預鑄混凝土」結構係指一種在工廠中生產,將混凝土澆築到可重複使用的模具中,在受控環境下凝固硬化,並運送到建築工地安裝的混凝土結構。 As used herein, the term "concrete" structure refers to a concrete structure that is produced in a factory, poured into reusable molds, allowed to harden under controlled conditions, and transported to a building site for installation.
本文中的用語「半預鑄混凝土」結構係指一部分結構在工廠中生產,將混凝土澆築到可重複使用的模具中,在受控環境下凝固硬化,另一部分結構則保留不預鑄,該部分於工地現場澆置混凝土,並接合前述預鑄部分,如預鑄柱、預鑄大小梁及預鑄樓板等。 As used herein, the term "semi-concrete" structure refers to a structure in which one part of the structure is produced in a factory by pouring the concrete into reusable molds and allowing it to harden in a controlled environment while the other part of the structure remains unfinished. Concrete is poured on site, and the above-mentioned parts are joined, such as pillars, beams and slabs, etc.
本揭露並不限於本文中所揭示的特定結構或設置,本揭露所屬技術領域具有通常知識者當可理解,在本揭露的精神下,本文中所揭示的此等結構及設置在一定程度上可經改變或置換。亦應瞭解本文所使用的術語及描述方向或相對位置的用語僅為描述特定實施方式及便於說明與理解而使用,並不意欲限制本揭露的範圍。 The present disclosure is not limited to the specific structures or arrangements disclosed herein, and those with ordinary knowledge in the technical field to which the present disclosure belongs should understand that, within the spirit of the present disclosure, the structures and arrangements disclosed herein can be implemented to a certain extent. changed or replaced. It should also be understood that the terms used herein and terms describing directions or relative positions are only used to describe specific embodiments and facilitate explanation and understanding, and are not intended to limit the scope of the present disclosure.
1:格子板 1: Grating board
10:板本體 10: Board body
13:穿孔 13: Perforation
14,15,16,17:側表面 14,15,16,17: side surfaces
18:倒角部 18: chamfering
19:傳輸凹槽 19: Transmission groove
20:第一鋼筋籠 20: The first reinforcement cage
22:第一主體部 22: The first main body
24,26:第一出筋部 24,26: the first tendon out part
30:第二鋼筋籠 30: Second reinforcement cage
32:第二主體部 32: The second main body
34,36:第二出筋部 34,36: the second tendon exit
40:第一支撐鋼筋 40: The first support bar
50:第二支撐鋼筋 50: Second support bar
60:第三鋼筋籠 60: The third reinforcement cage
a,b:交角 a,b: intersection angle
D1:第一軸向 D1: the first axis
D2:第二軸向 D2: second axis
D3:第三軸向 D3: the third axis
D4:第四軸向 D4: Fourth axis
Claims (10)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
TW111209294U TWM638808U (en) | 2022-08-26 | 2022-08-26 | Cheese slab |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
TW111209294U TWM638808U (en) | 2022-08-26 | 2022-08-26 | Cheese slab |
Publications (1)
Publication Number | Publication Date |
---|---|
TWM638808U true TWM638808U (en) | 2023-03-21 |
Family
ID=86691492
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
TW111209294U TWM638808U (en) | 2022-08-26 | 2022-08-26 | Cheese slab |
Country Status (1)
Country | Link |
---|---|
TW (1) | TWM638808U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TWI835660B (en) * | 2023-05-29 | 2024-03-11 | 潤弘精密工程事業股份有限公司 | Building structure and the mounting structure of the steel truss at the top floor of the building structure |
-
2022
- 2022-08-26 TW TW111209294U patent/TWM638808U/en unknown
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TWI835660B (en) * | 2023-05-29 | 2024-03-11 | 潤弘精密工程事業股份有限公司 | Building structure and the mounting structure of the steel truss at the top floor of the building structure |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US8381479B1 (en) | Pre-fabricated modular reinforcement cages for concrete structures | |
KR101709858B1 (en) | Building Construction Method Using PC Wall With Foundation Structure | |
KR101439488B1 (en) | Removable deck assembly for forming slab and method for manufacturing slab by using there | |
TWM638808U (en) | Cheese slab | |
US2523131A (en) | Form for molding concrete walls | |
KR20200061161A (en) | Mold for manufacturing precast concrete double wall standing and manufacturing method of precast concrete double wall using of the same | |
TW202028580A (en) | Beam-column connection structure, method for connecting beam and column and construction structure using the beam-column connection | |
RU2601883C1 (en) | Permanent shuttering cavity forming element for reinforced-concrete hollow core board structures | |
KR101679666B1 (en) | Core structure dor modular building and constructio method therefor | |
US10280628B2 (en) | Waffle slab with plug | |
KR101431749B1 (en) | Block type and anti-dividable Form assembly | |
KR20200061685A (en) | Mold for manufacturing retaining wall block | |
CN112663788B (en) | Assembled rapid construction method | |
JP2008223242A (en) | Manufacturing method for precast concrete panel | |
KR20160035834A (en) | Method and structure for preventing water leakage of floor joint in building | |
JP2010089472A (en) | Mold device for wave-dissipating concrete block | |
KR102331140B1 (en) | A precast concrete hollow column using unit duct modules | |
CA2321241A1 (en) | The prefabrication of the waffle slab in wafer foundry (fab) | |
TWI822635B (en) | Construction structure | |
KR102115165B1 (en) | Panel assembly for construction | |
WO2009053909A2 (en) | Modular system and process for providing reinforced-concrete insulated walls. | |
KR200390306Y1 (en) | Jig for Steel reinforcing construction | |
KR20010091701A (en) | Unit grille beam and construction method thereof | |
US11525233B1 (en) | System of engineered post tensioned footing and stem wall foundation blocks | |
CN218970848U (en) | Enclosure upright post structure for corner |