TWI678453B - Formwork device for wall and manufacturing method - Google Patents
Formwork device for wall and manufacturing method Download PDFInfo
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- TWI678453B TWI678453B TW107132135A TW107132135A TWI678453B TW I678453 B TWI678453 B TW I678453B TW 107132135 A TW107132135 A TW 107132135A TW 107132135 A TW107132135 A TW 107132135A TW I678453 B TWI678453 B TW I678453B
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
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Abstract
本發明有關一種牆的模板裝置,其包含一第一模板、一第二模板、複數連接桿及複數支撐單元。該第一模板的外表面設有分隔的複數直立框條,相鄰二直立框條之間界定一支撐空間。該第二模板與第一模板之間界定一灌漿空間以提供灌漿。該複數連接桿將該第一模板與第二模板結合。各支撐單元係懸掛在一對應的支撐空間內,各支撐單元包含複數橫料及至少一連接繩,該連接繩沿著穿過該複數橫料且與該複數橫料結合,各支撐單元可從所容納的支撐空間內沿著一直向向上提起取出。本發明更提供一種牆的製作工法,該工法可以使模板具有足夠的側向支撐力,且不用縮減建築物空間,更可達到回收支撐元件再利用的效果。 The invention relates to a formwork device for a wall, which comprises a first formwork, a second formwork, a plurality of connecting rods and a plurality of supporting units. The outer surface of the first template is provided with a plurality of divided upright frame bars, and a support space is defined between two adjacent upright frame bars. A grouting space is defined between the second template and the first template to provide grouting. The plurality of connecting rods combine the first template with the second template. Each support unit is suspended in a corresponding support space. Each support unit includes a plurality of transverse materials and at least one connecting rope. The connecting rope passes through the plurality of transverse materials and is combined with the plurality of transverse materials. Lift up and out in the supported support space. The invention further provides a manufacturing method of the wall, which can make the template have sufficient lateral supporting force, and does not need to reduce the building space, and can also achieve the effect of recycling the supporting elements for reuse.
Description
本發明關於一種牆的模板裝置,尤指一種可降低牆結構體之建築成本的模板裝置及製作工法。 The invention relates to a formwork device for a wall, in particular to a formwork device and a manufacturing method capable of reducing the construction cost of a wall structure.
以灌漿方式構築牆壁結構體的習用工法,一般係利用複數模板建構分隔開的內側模與外側模,且藉由多數拉桿連接內側模與外側模,使得該內側模與外側模之間形成一灌漿空間以提供灌漿成型一牆體。在灌漿之前,一般會在灌漿空間內配置鋼筋及管線,並利用多數支撐件斜向抵靠在內側模與外側模的外側以使該二側模具有足夠的側向支撐強度以承受灌注混凝土時所產生的側向壓力。惟,習用製作牆體之工法在牆體的內側或外側一般皆須預留模板與支撐件的架設空間,造成建築物空間的縮減。特別當施工的建築物牆體鄰近另一建築物的牆壁時,支撐件的斜向架設對於建築物的尺寸/空間必然會造成負面影響。或有的改善工法,係在完成灌漿後,不拆除外側模的模板與支撐件,使得牆的外側模與支撐件能夠盡量鄰近另一建築物的牆體以避免過度縮減架建築物空間。然而,支撐件的數量相當多,沒有拆除的支撐件造成有用材料的浪費,進而提高建築成本。 The conventional method of constructing a wall structure by grouting generally uses a plurality of templates to construct a separated inner mold and an outer mold, and the inner mold and the outer mold are connected by most tie rods, so that the inner mold and the outer mold form a Grouting space to provide grouting to form a wall. Before grouting, steel bars and pipelines are usually arranged in the grouting space, and most of the support members are used to lean against the outside of the inner mold and the outer mold obliquely so that the two side molds have sufficient lateral support strength to withstand the poured concrete. The resulting lateral pressure. However, the conventional method of making walls must generally reserve space for erection of formwork and supports on the inside or outside of the wall, resulting in a reduction in building space. Especially when the wall of the building under construction is adjacent to the wall of another building, the oblique erection of the support will inevitably have a negative impact on the size / space of the building. Contingent improvement methods are that after the grouting is completed, the formwork and support of the outer formwork are not removed, so that the outer formwork and support part of the wall can be as close as possible to the wall of another building to avoid excessively reducing the building space. However, the number of support members is quite large, and the support members that have not been removed cause waste of useful materials, thereby increasing construction costs.
緣此,本發明之主要目的在提供一種牆的模板裝置及製作工法,該模板裝置的外側模板具有足夠的側向支撐力,且特別適用於施工的 牆體鄰近另一建築物的地點實施,達到不縮減建築物之空間以及可回收支撐元件再利用的效果。 For this reason, the main object of the present invention is to provide a formwork device for a wall and a manufacturing method thereof. The outer formwork of the formwork device has sufficient lateral supporting force, and is particularly suitable for construction. The wall is implemented near the location of another building to achieve the effect of not reducing the space of the building and the reuse of recyclable supporting elements.
本發明之牆的模板裝置包含至少一第一模板、至少一第二模板、複數連接桿以及複數支撐單元。該第一模板具有相背對的內表面與外表面,該第一模板的外表面設有在一橫向分隔的複數直立框條,相鄰二直立框條之間界定一支撐空間。該第二模板與該第一模板在一縱向分隔一距離,該縱向與該橫向垂直,該第一模板的內表面係面向該第二模板,該第一與第二側模之間界定一灌漿空間以提供灌漿。該複數連接桿沿著該縱向延伸且將該至少一第一模板與該至少一第二模板結合。各支撐單元係容納在其中一支撐空間內,各支撐單元可從所容納的支撐空間內取出。 The formwork device of the wall of the present invention includes at least a first formwork, at least a second formwork, a plurality of connecting rods, and a plurality of support units. The first template has an inner surface and an outer surface opposite to each other. The outer surface of the first template is provided with a plurality of horizontally spaced vertical frame bars, and a support space is defined between two adjacent vertical frame bars. The second template is separated from the first template by a distance in a longitudinal direction, the longitudinal direction is perpendicular to the lateral direction, an inner surface of the first template faces the second template, and a grout is defined between the first and second side molds. Space to provide grouting. The plurality of connecting rods extend along the longitudinal direction and combine the at least one first template with the at least one second template. Each support unit is accommodated in one of the support spaces, and each support unit can be taken out from the accommodated support space.
在一較佳實施例中,各框條的外端兩側分別具有沿著該橫向延伸的一翼部,各翼部面向該第一模板的外表面且與該第一模板之間界定一溝槽,各溝槽沿著該直向延伸,該支撐空間由相鄰二直立框條的溝槽之間所界定出,各支撐單元係可拆卸的容納在該支撐空間內。 In a preferred embodiment, two sides of the outer end of each frame bar respectively have a wing portion extending along the transverse direction, and each wing portion faces an outer surface of the first template and defines a groove between the first template and the first template. Each groove extends along the straight direction, the support space is defined by the grooves between two adjacent upright frame bars, and each support unit is detachably received in the support space.
在一較佳實施例中,各支撐單元包含在一直向分隔的複數橫料及至少一連接繩,該直向與縱向及該橫向垂直,該至少一連接繩沿著該直向穿過該複數橫料且與該複數橫料結合,各支撐單元係懸設在其中一支撐空間內,而各橫料包含在該橫向分隔的第一端與第二端,各橫料的第一端與第二端分別位在一對應支撐空間的其中一溝槽內。 In a preferred embodiment, each support unit includes a plurality of horizontal materials separated in a vertical direction and at least one connecting rope, the vertical direction is perpendicular to the longitudinal direction and the horizontal direction, and the at least one connecting rope passes through the plurality of horizontal lines along the vertical direction. And the plurality of cross-bars are combined, each support unit is suspended in one of the support spaces, and each cross-bar is included in the first and second ends of the lateral separation, and the first and second ends of each cross-bar The ends are respectively located in one of the grooves corresponding to the supporting space.
較佳者,該橫料與該橫向間不互為水平。 Preferably, the horizontal material and the horizontal direction are not mutually horizontal.
在一較佳實施例中,各支撐單元包含在該橫向分隔的二連接繩,各連接繩具有一上段,當各支撐單元安裝在一對應支撐空間時,各連 接繩的上段凸出該第一模板的上端。 In a preferred embodiment, each support unit includes two laterally separated connecting ropes, each connecting rope has an upper section, and when each supporting unit is installed in a corresponding supporting space, each connecting unit The upper section of the connecting rope protrudes from the upper end of the first template.
在一較佳實施例中,各框條依其高度方向具有間隔分佈設置的數螺孔,該螺孔相對形成在該第一模板的內表面,各連接桿包含第一段與第二段,該第一段鎖入一對應的螺孔且該第二段穿過該第二模板並固定。 In a preferred embodiment, each frame has a plurality of screw holes spaced apart from each other according to its height direction. The screw holes are relatively formed on the inner surface of the first template. Each connecting rod includes a first section and a second section. The first section is locked into a corresponding screw hole and the second section passes through the second template and is fixed.
在一可行的實施例中,各框條內部具有一補強框且該補強框內依框條高度方向具有間隔分佈設置的數螺帽,該螺帽提供形成該螺孔。 In a feasible embodiment, each frame bar has a reinforcing frame inside, and the reinforcing frame has a plurality of screw caps arranged at intervals in the height direction of the frame bar, and the screw caps are provided to form the screw holes.
本發明之牆的製作工法包含:提供如上述實施例之一種牆的模板裝置;在該灌漿空間內進行灌漿以成型一牆結構體;以及在完成灌漿後將支撐單元從所容納的支撐空間內沿著該直向向上提起取出。 The manufacturing method of the wall of the present invention includes: providing a formwork device for the wall as in the above embodiment; grouting in the grouting space to form a wall structure; and after the grouting is completed, the support unit is removed from the contained support space. Lift up and out in this direction.
關於本發明之其他目的、優點及特徵,將可由以下較佳實施例的詳細說明並參照所附圖式來了解。 Other objects, advantages and features of the present invention will be understood from the following detailed description of the preferred embodiments and with reference to the accompanying drawings.
10‧‧‧模板裝置 10‧‧‧ template device
12‧‧‧第一模板 12‧‧‧ first template
122‧‧‧板材 122‧‧‧ Plate
14‧‧‧第二模板 14‧‧‧Second template
16‧‧‧連接桿 16‧‧‧ connecting rod
18‧‧‧支撐單元 18‧‧‧ support unit
20‧‧‧灌漿空間 20‧‧‧ Grouting space
22‧‧‧凸部 22‧‧‧ convex
24‧‧‧內表面 24‧‧‧Inner surface
26‧‧‧外表面 26‧‧‧ Outer surface
28‧‧‧框條 28‧‧‧ frame
30‧‧‧支撐空間 30‧‧‧ support space
32‧‧‧補強框 32‧‧‧ Reinforcement frame
34‧‧‧螺孔 34‧‧‧Screw holes
341‧‧‧螺帽 341‧‧‧nut
36‧‧‧翼部 36‧‧‧wing
38‧‧‧溝槽 38‧‧‧ Trench
40‧‧‧穿孔 40‧‧‧perforation
42‧‧‧第一段 42‧‧‧ first paragraph
44‧‧‧第二段 44‧‧‧ second paragraph
46‧‧‧定位墊片 46‧‧‧Positioning gasket
48‧‧‧迫緊螺帽 48‧‧‧ tight nut
50‧‧‧橫料 50‧‧‧Horizontal
52‧‧‧連接繩 52‧‧‧Connecting rope
54‧‧‧第一端 54‧‧‧ the first end
56‧‧‧第二端 56‧‧‧ second end
58‧‧‧上段 58‧‧‧upper
60‧‧‧上端 60‧‧‧upper
62‧‧‧建築物 62‧‧‧Building
圖1係本發明一實施例之模板裝置的上視示意圖,並顯示該模板裝置的建構位置鄰近一建築物。 FIG. 1 is a schematic top view of a formwork device according to an embodiment of the present invention, and shows that the construction position of the formwork device is adjacent to a building.
圖2係圖1之模板裝置的元件分解示意圖。 FIG. 2 is an exploded diagram of the template device of FIG. 1.
圖3顯示圖1之模板裝置之第一模板與支撐單元的分解示意圖。 FIG. 3 is an exploded view of a first template and a supporting unit of the template device of FIG. 1.
圖4顯示圖3之支撐單元組裝於第一模板之外表面的一局部放大圖。 FIG. 4 shows a partial enlarged view of the supporting unit of FIG. 3 assembled on the outer surface of the first template.
圖5顯示圖3之支撐單元組裝於第一模板之外表面的一平面圖。 FIG. 5 shows a plan view of the supporting unit of FIG. 3 assembled on the outer surface of the first template.
圖6顯示圖1之模板裝置的一剖視圖。 FIG. 6 shows a sectional view of the template device of FIG. 1.
現將僅為例子但非用以限制的具體實施例,並參照所附圖式就本發明之較佳內容說明如下:圖1至圖6顯示依據本發明一實施例之牆的模板裝置10,模板裝置10包括至少一第一模板(外側模板)12、至少一第二模板(內側模板)14、複數連接桿16以及複數支撐單元18。第一模板12與第二模板14係在一縱向分隔一預設距離(見圖1),且利用該複數連接桿16將第一模板12與第二模板14結合,使得第一與第二側模12、14之間界定一灌漿空間20以提供灌漿成型一牆體。 Specific embodiments that are merely examples but not limiting, and the preferred content of the present invention are described below with reference to the drawings: Figures 1 to 6 show a template device 10 for a wall according to an embodiment of the present invention, The template device 10 includes at least one first template (outer template) 12, at least one second template (inner template) 14, a plurality of connecting rods 16, and a plurality of supporting units 18. The first template 12 and the second template 14 are separated by a predetermined distance in a longitudinal direction (see FIG. 1), and the plurality of connecting rods 16 are used to combine the first template 12 and the second template 14 so that the first and second sides A grouting space 20 is defined between the molds 12 and 14 to provide grouting to form a wall.
在本實施例中,第一模板12係由複數塊直立的金屬板材122連接組成,各板材122上成型有呈浪狀的凸部22以提高強度。在可行的實施例中,第一模板12由單一板體構成。第一模板12具有相背對的內表面24與外表面26,第一模板12的內表面24面向第二模板14,第一模板12的外表面26設有在一橫向分隔的複數直立框條28(見圖2),該橫向與該縱向垂直;而在一可行的實施步驟中,複數的直立框條28依橫向分隔定位固定後,複數的板材122安置結合在兩鄰近直立框條28之間而構成該第一模板12。相鄰二直立框條28之間界定一支撐空間30以提供一對應的支撐單元18容納,且該框條28在其依其高度方向具有間隔分佈設置的數螺孔34,該螺孔34延伸形成在該第一模板12的內表面24,該螺孔34用以提供一對應連接桿16的一端鎖入。在本實施例中,在考量該框條28實施時所承受灌注混凝土時產生的側向壓力條件下,該框條28的內部可具有一斷面呈U狀的補強框32且該補強框32內固定一螺帽341以提供形成該螺孔34,當然,如該框條28之材質、材料厚度的 改變因而提高其強度時,該補強框32是可免除實施。在可行的實施例中,螺帽341固定在第一模板12的內表面24。再者,框條28的外端兩側分別具有沿著該橫向延伸的一翼部36,各翼部36面向第一模板12的外表面26且與第一模板12之間界定一溝槽38(見圖2),使得各支撐空間30的兩側分別具有一溝槽38,各溝槽38沿著與該橫向及該縱向垂直的一直向延伸,亦即,各溝槽38係由第一模板12的上端延伸到第一模板12的下端,而該支撐空間30由相鄰二直立框條28的溝槽38之間所界定出。 In this embodiment, the first template 12 is composed of a plurality of upright metal plates 122 connected, and each plate 122 is formed with a wave-shaped convex portion 22 to improve the strength. In a feasible embodiment, the first template 12 is composed of a single plate body. The first template 12 has an inner surface 24 and an outer surface 26 opposite to each other. The inner surface 24 of the first template 12 faces the second template 14. The outer surface 26 of the first template 12 is provided with a plurality of upright frame bars which are separated laterally. 28 (see FIG. 2), the transverse direction is perpendicular to the longitudinal direction; and in a feasible implementation step, after a plurality of upright frame bars 28 are positioned and fixed in a horizontal separation, a plurality of boards 122 are arranged and combined in two adjacent upright frame bars 28. Occasionally constitute the first template 12. A support space 30 is defined between two adjacent upright frame bars 28 to provide a corresponding support unit 18 to accommodate, and the frame bars 28 have a plurality of screw holes 34 arranged at intervals in accordance with their height direction, and the screw holes 34 extend Formed on the inner surface 24 of the first template 12, the screw hole 34 is used to provide an end corresponding to the connecting rod 16 for locking. In this embodiment, under consideration of the lateral pressure generated when the frame 28 is subjected to pouring concrete when the frame 28 is implemented, the inside of the frame 28 may have a U-shaped reinforcing frame 32 and the reinforcing frame 32 A screw cap 341 is internally fixed to provide the screw hole 34. Of course, as for the material and thickness of the frame 28, The reinforcement frame 32 can be exempted from implementation when the strength is changed. In a feasible embodiment, the nut 341 is fixed on the inner surface 24 of the first template 12. Furthermore, two sides of the outer end of the frame strip 28 each have a wing portion 36 extending along the lateral direction, and each wing portion 36 faces the outer surface 26 of the first template 12 and defines a groove 38 between the first template 12 ( (See FIG. 2), so that each side of each support space 30 has a groove 38, and each groove 38 extends along a direction perpendicular to the transverse direction and the longitudinal direction, that is, each groove 38 is formed by a first template. The upper end of 12 extends to the lower end of the first template 12, and the supporting space 30 is defined by the grooves 38 between two adjacent upright frame bars 28.
在本實施例中,第二模板14由一塊直立的木模板構成且第二模板14上設有複數穿孔40(見圖6)。各連接桿16為一螺桿且沿著該縱向延伸穿過第二模板14。各連接桿16包含分隔的第一段42與第二段44,連接桿16的第一段42鎖入一對應的螺孔34且連接桿16的第二段44穿過第二模板14的一對應穿孔40並利用定位墊片46與迫緊螺帽48固定。此外,可利用複數支撐件(未圖示)抵靠在該第二模板14的外側以使該第二模板14具有足夠的側向支撐強度以承受灌注混凝土時產生的側向壓力。 In this embodiment, the second formwork 14 is composed of an upright wooden formwork and the second formwork 14 is provided with a plurality of perforations 40 (see FIG. 6). Each connecting rod 16 is a screw and extends through the second template 14 along the longitudinal direction. Each connecting rod 16 includes a separated first section 42 and a second section 44. The first section 42 of the connecting rod 16 is locked into a corresponding screw hole 34 and the second section 44 of the connecting rod 16 passes through one of the second template 14. Corresponding to the perforation 40, it is fixed to the tightening nut 48 with a positioning washer 46. In addition, a plurality of supporting members (not shown) can be used to abut against the outside of the second formwork 14 so that the second formwork 14 has sufficient lateral support strength to withstand the lateral pressure generated when the concrete is poured.
各支撐單元18是可為一強度足夠的板材或者是一格柵結構板;在本實施例中,各支撐單元18包含在該直向分隔的複數橫料50以及將該複數橫料50結合的至少一連接繩52,在本實施例中,各橫料50為管體且包含在該橫向分隔的第一端54與第二端56,各橫料50的第一端54與第二端56分別位在一對應支撐空間30的其中一溝槽38內,且各橫料50在該橫向的寬度略大於相鄰二直立框條28的橫向間距,使得各橫料50可斜置撐抵在相鄰二直立框條28間而予以固定。在本實施例中,各支撐單元18包含在該橫向分隔的二連接繩52,各連接繩52沿著該直向穿過該複數橫料50且與該複數橫料50結合 (可利用例如繩結或其他已知技術使該連接繩52與複數橫料50結合固定)。再者,各支撐單元18係以懸掛的方式安裝在一對應的支撐空間30內,且使得各連接繩52的上段58凸出第一模板12的上端60。因而,使用者可握持該二連接繩52的上段58將各支撐單元18沿著該直向安裝在對應的支撐空間30內,同時可輕易地將各支撐單元18從所容納的支撐空間30內沿著該直向向上提起而達到拆卸目的,而各橫料50與該橫向間不互為水平的斜置撐抵實施在當支撐單元18向上提起拆卸時,在該橫料50較高位置的一端被提起時即可順利的被取出。 Each support unit 18 may be a plate with sufficient strength or a grid structure plate. In this embodiment, each support unit 18 includes a plurality of cross bars 50 vertically separated and a combination of the plurality of cross bars 50. At least one connecting rope 52. In this embodiment, each cross member 50 is a pipe body and includes a first end 54 and a second end 56 that are laterally separated from each other, and the first end 54 and the second end 56 of each cross member 50 They are respectively located in one of the grooves 38 corresponding to the supporting space 30, and the width of each transverse material 50 in the transverse direction is slightly larger than the transverse distance of the adjacent two upright frame bars 28, so that each transverse material 50 can be diagonally supported against Two adjacent upright frame bars 28 are fixed. In the present embodiment, each supporting unit 18 includes two connecting ropes 52 separated in the lateral direction, and each connecting rope 52 passes through the plurality of transverse bars 50 in the straight direction and is combined with the plurality of transverse bars 50. (The connecting rope 52 may be fixed in combination with the plurality of cross bars 50 using, for example, a knot or other known techniques). Furthermore, each supporting unit 18 is installed in a corresponding supporting space 30 in a suspended manner, and the upper section 58 of each connecting rope 52 protrudes from the upper end 60 of the first template 12. Therefore, the user can hold the upper section 58 of the two connecting ropes 52 to install each support unit 18 in the corresponding support space 30 along the vertical direction, and at the same time, each support unit 18 can be easily removed from the received support space 30 The inner part is lifted upward along the straight direction to achieve the disassembly purpose, and the cross members 50 and the cross members which are not horizontally inclined are supported. When the support unit 18 is lifted up and disassembled, the cross member 50 is at a higher position. When one end is lifted, it can be smoothly taken out.
本發明的模板裝置10在製作牆體的實施上,在灌漿之前,可在灌漿空間20內配置鋼筋及管線(未圖示)。當將混凝土灌入灌漿空間20時,由於支撐單元18設置在第一模板(外側模板)12的外表面26且該複數橫料50的第一端54與第二端56定位在該支撐空間30的溝槽38內,因而,該第一模板(外側模板)12將能承受混凝土灌注時所產生之側壓力,有效防止爆模的情事發生。另一方面,當完成灌漿及養護作業後,可將該第二模板(內側模板)14拆除以呈現出牆結構體的內側壁,且將懸掛在該第一模板12之外表面26的各支撐單元18從容納的支撐空間30內沿著該直向向上提起而拆除但留下第一模板12作為牆體的外側壁(亦即免拆第一模板12),以完成牆的製作。 In the implementation of the formwork device 10 of the present invention, before the grouting, steel bars and pipelines (not shown) can be arranged in the grouting space 20. When concrete is poured into the grouting space 20, since the supporting unit 18 is disposed on the outer surface 26 of the first formwork (outside formwork) 12, and the first end 54 and the second end 56 of the plurality of cross bars 50 are positioned in the supporting space 30 Therefore, the first formwork (outside formwork) 12 will be able to withstand the side pressure generated when the concrete is poured, which can effectively prevent the occurrence of the explosion. On the other hand, after the grouting and curing operations are completed, the second formwork (inner formwork) 14 can be removed to show the inner side wall of the wall structure, and each support suspended from the outer surface 26 of the first formwork 12 The unit 18 is lifted upward from the contained support space 30 and removed in the vertical direction, but the first formwork 12 is left as the outer side wall of the wall (that is, the first formwork 12 does not need to be disassembled) to complete the production of the wall.
如圖1所示,當本發明的模板裝置10建構在鄰近一建築物62時,由於第一模板12為免拆的模板且支撐單元18以直立方向設置在第一模板12的支撐空間30內(不是斜向地支撐在地面與第一模板之間),所以,第一模板12與牆體62之間的預留間距可以有效縮減,同時,由於支撐單元18可在完成灌漿後從第一模板12的支撐空間30內輕易取出以便重覆使用,因而,不會 造成支撐元件的浪費,進而可降低建築成本。 As shown in FIG. 1, when the formwork device 10 of the present invention is constructed adjacent to a building 62, the first formwork 12 is a formwork that is free of disassembly and the supporting unit 18 is disposed in the upright direction in the support space 30 of the first formwork 12. (It is not supported diagonally between the ground and the first formwork). Therefore, the reserved space between the first formwork 12 and the wall 62 can be effectively reduced. At the same time, since the support unit 18 can The support space 30 of the template 12 can be easily taken out for repeated use. This results in wasted support elements, which can reduce construction costs.
本發明更提供一種牆的製作工法,該工法包含:提供如上述實施例之一種模板裝置10;在該模板裝置10之灌漿空間20內進行灌漿以成型一牆的結構體;以及在完成灌漿後將支撐單元18從所容納的支撐空間30內沿著該直向向上提起而拆除。依據本發明的工法特別適用在預定製作的牆體鄰近其他建築物的地點,在牆體在製作實施上,不僅可以使外側模板具有足夠的側向支撐力,且不用縮減建築物空間,更可達到回收支撐元件再利用的效果。 The invention further provides a wall manufacturing method, which includes: providing a formwork device 10 as in the above embodiment; grouting in the grouting space 20 of the formwork device 10 to form a wall structure; and after the grouting is completed, The support unit 18 is lifted upward from the received support space 30 in this direction and removed. The construction method according to the present invention is particularly applicable to a place where a wall to be produced is adjacent to other buildings. In the production and implementation of the wall, not only can the outer formwork have sufficient lateral supporting force, but also it does not need to reduce the building space. Reach the effect of recycling support elements.
以上所述為本發明之較佳實施例之詳細說明與圖式,並非用來限制本發明,本發明之所有範圍應以下述之專利範圍為準,凡專利範圍之精神與其類似變化之實施例與近似結構,皆應包含於本發明之中。 The above are detailed descriptions and drawings of the preferred embodiments of the present invention, and are not intended to limit the present invention. All the scope of the present invention shall be subject to the following patent scope. The spirit of the patent scope and its similarly modified embodiments And similar structures should be included in the present invention.
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TW107132135A TWI678453B (en) | 2018-09-12 | 2018-09-12 | Formwork device for wall and manufacturing method |
CN201910009360.0A CN110894753B (en) | 2018-09-12 | 2019-01-04 | Wall formwork device and manufacturing method |
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TW337807U (en) * | 1997-11-08 | 1998-08-01 | qing-ji Li | Division panel counter-deformation system |
TW364532U (en) * | 1997-11-26 | 1999-07-11 | Zhen-Chang Chen | Architectural systematic mold |
TWM560498U (en) * | 2018-02-12 | 2018-05-21 | Huang yu cheng | Building formwork components |
TWM564621U (en) * | 2018-04-09 | 2018-08-01 | 陳鴻椿 | Template of exterior wall |
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CN2216106Y (en) * | 1995-03-07 | 1995-12-27 | 阎明祥 | Self-locking light steel shuttering |
JPH09125694A (en) * | 1995-11-02 | 1997-05-13 | Sumikin Bussan Co Ltd | Form for placing concrete |
FR2745315B1 (en) * | 1996-02-26 | 1998-05-15 | Dauron Francoise | PROCESS FOR PRODUCING A CONCRETE WALL CASTED BETWEEN TWO COLLABORATING WALLS AND MEANS FOR IMPLEMENTING THE PROCESS |
CN201338350Y (en) * | 2008-12-12 | 2009-11-04 | 国营红阳机械厂 | Large-scale cylindrical detachable integral support device |
CN103352564B (en) * | 2013-07-18 | 2015-12-02 | 上海建工集团股份有限公司 | Horizontal structure shuttering system and construction method |
CN106013781A (en) * | 2016-07-18 | 2016-10-12 | 广州建筑股份有限公司 | Slab supporting construction method and construction device by reversely suspending template |
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2018
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Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
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TW337807U (en) * | 1997-11-08 | 1998-08-01 | qing-ji Li | Division panel counter-deformation system |
TW364532U (en) * | 1997-11-26 | 1999-07-11 | Zhen-Chang Chen | Architectural systematic mold |
TWM560498U (en) * | 2018-02-12 | 2018-05-21 | Huang yu cheng | Building formwork components |
TWM564621U (en) * | 2018-04-09 | 2018-08-01 | 陳鴻椿 | Template of exterior wall |
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