TWM564621U - Template of exterior wall - Google Patents

Template of exterior wall Download PDF

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Publication number
TWM564621U
TWM564621U TW107204512U TW107204512U TWM564621U TW M564621 U TWM564621 U TW M564621U TW 107204512 U TW107204512 U TW 107204512U TW 107204512 U TW107204512 U TW 107204512U TW M564621 U TWM564621 U TW M564621U
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TW
Taiwan
Prior art keywords
wall
card slot
formwork
end walls
opening
Prior art date
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TW107204512U
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Chinese (zh)
Inventor
陳鴻椿
Original Assignee
陳鴻椿
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Application filed by 陳鴻椿 filed Critical 陳鴻椿
Priority to TW107204512U priority Critical patent/TWM564621U/en
Publication of TWM564621U publication Critical patent/TWM564621U/en
Priority to JP2018214298A priority patent/JP6731465B2/en
Priority to CN201910009353.0A priority patent/CN110359701B/en

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06Forms, 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
    • E04G11/08Forms, which are completely dismantled after setting of the concrete and re-built for next pouring

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Finishing Walls (AREA)

Abstract

一種外牆模板包含一板體及一連接件。該板體具有在一厚度方向所區隔開的一外表面與一內表面以及位於該模板外緣的二相對之第一、第二端壁與垂直該第一、第二端壁的二相對之第一、第二側壁,該第一端壁與第二端壁間具有貫穿其端璧間的卡槽,該卡槽於該內表面形成有一開口;該連接件將被容納於該卡槽,該連接件將連結一固定件。藉此,該外牆模板與一板模在該固定件的連結固定下共同界定一灌漿空間,而該連接件的設置能使該固定件能快速的組接而具有組裝上的便利性。 An external wall formwork includes a board body and a connecting member. The plate has an outer surface and an inner surface separated by a thickness direction, and two opposite first and second end walls located on the outer edge of the template are opposite to two perpendicular to the first and second end walls. The first and second side walls, the first end wall and the second end wall are provided with a card slot extending between the end walls, and the card slot is formed with an opening on the inner surface; the connecting member will be received in the card slot , The connecting piece will be connected with a fixing piece. Thereby, the outer wall formwork and a formwork jointly define a grouting space under the connection and fixation of the fixing member, and the setting of the connecting member can enable the fixing member to be quickly assembled and have convenience in assembly.

Description

外牆模板 Facade formwork

本創作涉及混凝土模板,特別是針對灌注外牆的模板。 This creation involves concrete formwork, especially for the formwork used to infuse the exterior walls.

在混凝土基礎施做上,混凝土牆或柱的形成中,為使用一組模板以各種方式相隔的連接在一起以共同界定出一灌漿空間,該灌漿空間將以混凝土灌注後形成混凝土牆或柱,而各模板將於混凝土固結後予以拆除,常見的是,兩相對模板間為以一固定件間隔地鎖設固定兩模板。 In the construction of concrete foundations, in the formation of concrete walls or columns, a group of forms are used to connect together in various ways to define a grouting space. The grouting space will be filled with concrete to form a concrete wall or column. Each formwork will be removed after the concrete is consolidated. It is common that the two formwork sheets are locked and fixed at intervals by a fixture.

然而對於特殊施工環境,例如近靠鄰接於障礙物(另一建築物)施做混凝土基礎時,施工人員不易於障礙物與預注混凝土基礎區域間實施模板(或鷹架)的架設作業,因此處於預定混凝土基礎(牆)結構之外側面無足夠空間施以支撐外側模板之結構物,始得必須退縮混凝土基礎之施作位置,如此一來勢必會減少建築物內部的有效使用空間。 However, for special construction environments, such as when a concrete foundation is applied next to an obstacle (another building), the construction worker is not easy to implement the formwork (or scaffolding) between the obstacle and the precast concrete foundation area, so On the outside of the predetermined concrete foundation (wall) structure, there is not enough space to support the structure of the outer formwork, and the application position of the concrete foundation must be retracted. This will inevitably reduce the effective use of space inside the building.

見中華民國專利公報公告第M528347號「建築用金屬模板」,其主要針對外牆混凝土基礎灌注所做一免拆式金屬模板設計,係以矩形金屬板作為建築物外牆面,矩形金屬板包括隔開的內表面及外表面,內面表形成一凹部,凹部中包括焊設有複數個螺帽,凹部周圍形成一周圍壁,凹部設有複數加強桿及複數個螺帽係要被複數根螺栓螺合,藉此而在矩形金屬板與建築物之內側木模板間形成間距一致的灌漿空間,而矩形金屬板作為免拆式之模板,可增加外牆面結構強度,且矩形金屬板及木模板間形 成間距一致的灌漿空間,能使製造出來的外牆厚度均勻一致。 See the Republic of China Patent Gazette Bulletin No. M528347 "Metal Formwork for Construction", which is mainly designed for the dismantling of metal formwork for the concrete filling of external walls. It uses rectangular metal plates as the exterior wall of the building. The inner surface and the outer surface are separated, and a concave portion is formed on the inner surface surface. The concave portion includes a plurality of screw caps welded around the concave portion, and a peripheral wall is formed around the concave portion. The bolts are screwed together to form a uniform grouting space between the rectangular metal plate and the inner wooden formwork of the building. The rectangular metal plate can be used as a non-removable formwork to increase the strength of the external wall structure. Wooden formwork The uniformly spaced grouting space can make the thickness of the outer wall manufactured uniformly.

上述前案免拆式的設計是可免除鷹架的搭設而節省施工空間以及免除拆卸上的不便,但是其尺寸須特別訂製且螺帽需要額外焊接加工,使得其於實施的備置上相當不便;是如,假設該矩形金屬板的備置寬度設計是在1米的規格尺寸下,而預灌注的混凝土外牆寬度是在8.5米時,其額外的0.5米尺寸將另行特別訂製。在施做上,因為其矩形金屬板之凹部必須要以大型機具摺彎成型,故施工者必須提前特別訂製特殊寬度尺寸之矩形金屬板因應施工,使得在備料上相當不便;再者,螺帽以點焊固定施做是有強度不足的疑慮,灌漿空間在灌注水泥沙漿後,提供螺栓螺合之螺帽將承受負載後所產生的拉力,如有發生螺帽焊點斷裂情況將嚴重影響模板搭建的穩固性。 The above-mentioned disassembly-free design in the previous case can save the installation space of the scaffold and save the inconvenience of disassembly, but its size must be specially customized and the nut needs additional welding processing, which makes it quite inconvenient to implement. ; For example, assuming that the rectangular metal plate is designed to have a width of 1 meter, and the width of the pre-filled concrete exterior wall is 8.5 meters, the additional 0.5 meter size will be specially customized. In construction, because the concave portion of the rectangular metal plate must be bent and formed with large machinery, the constructor must specially order a rectangular metal plate with a special width in advance to respond to the construction, which makes it quite inconvenient to prepare materials; The cap is fixed by spot welding. There is a concern about insufficient strength. After the grouting space is filled with cement mortar, the nut that provides bolting and screwing will withstand the tensile force generated by the load. If the nut welding point breaks, it will seriously affect Robustness of formwork.

本創作目的在於提供一種外牆模板結構,其具有可適用於狹窄環境實施以及便於架設作業之優點,並在負載時能夠抵抗翹曲和撓曲逕而提昇各模板間的結合強度。 The purpose of this creation is to provide an external wall formwork structure, which has the advantages of being suitable for implementation in a narrow environment and convenient for erection work, and can resist the warpage and deflection path under load to improve the bonding strength between the forms.

依據本創作構成的外牆模板包含一板體及連接件。該板體具有在一厚度方向所區隔開的一外表面與一內表面以及位於該模板外緣的二相對之第一、第二端壁與垂直該第一、第二端壁的二相對之第一、第二側壁,該第一端壁與第二端壁間具有貫穿其端璧間的卡槽,該卡槽於該內表面形成有一開口,該開口寬度小於該卡槽槽孔寬度;該連接件將被容納於該卡槽,該連接件將連結該固定件。 The exterior wall template formed according to this creation includes a board and connectors. The plate has an outer surface and an inner surface separated by a thickness direction, and two opposite first and second end walls located on the outer edge of the template are opposite to two perpendicular to the first and second end walls. The first and second side walls, the first end wall and the second end wall are provided with a slot extending through the end thereof, the slot is formed with an opening on the inner surface, and the width of the opening is smaller than the slot slot width ; The connecting member will be received in the card slot, and the connecting member will be connected to the fixing member.

在一實施例中,該板體的第一側壁具有延伸在第一、第二端 壁間的一嵌設部,而該第二側壁具有延伸在第一、第二端壁間的一嵌槽,該嵌槽斷面形狀與該嵌設部之斷面形狀相同。 In one embodiment, the first side wall of the plate body has a first end and a second end. An embedded portion between the walls, and the second side wall has an embedded groove extending between the first and second end walls, and the sectional shape of the embedded groove is the same as that of the embedded portion.

最好,該外牆模板更包括用以封閉該卡槽開口的一補強條,該補強條具有兩相對長邊及兩相對短邊,以及,形成在其厚度方向的一頂面及一底面,該底面於該兩長邊各具有延伸形成在該兩短邊間的一肩部,而該板體之開口兩側更包括提供該肩部穿設的穿槽。 Preferably, the outer wall template further includes a reinforcing strip for closing the slot opening, the reinforcing strip has two relatively long sides and two relatively short sides, and a top surface and a bottom surface formed in the thickness direction, The bottom surface has a shoulder portion extending between the two short sides on each of the two long sides, and both sides of the opening of the plate body further include a through groove for providing the shoulder portion to pass through.

在一實施例中,該板體在第一端壁與第二端壁間具有貫穿該第一、第二端壁之通孔。 In one embodiment, the plate has a through hole passing through the first and second end walls between the first end wall and the second end wall.

關於本創作之其他目的、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。 Regarding other purposes, advantages and features of this creation, it will be understood from the following detailed description of the preferred embodiments and with reference to the accompanying drawings.

10‧‧‧外牆模板 10‧‧‧ Exterior wall formwork

20‧‧‧板體 20‧‧‧ plate

21‧‧‧第一側壁 21‧‧‧ the first side wall

212‧‧‧嵌設部 212‧‧‧Embedded Department

22‧‧‧外表面 22‧‧‧ outer surface

23‧‧‧第二側壁 23‧‧‧Second sidewall

232‧‧‧嵌槽 232‧‧‧Slot

24‧‧‧內表面 24‧‧‧Inner surface

242‧‧‧穿槽 242‧‧‧through groove

244‧‧‧外端面 244‧‧‧outer face

25‧‧‧卡槽 25‧‧‧Card slot

252‧‧‧開口 252‧‧‧ opening

26‧‧‧第一端璧 26‧‧‧ 第一 端 璧

262‧‧‧通孔 262‧‧‧through hole

27‧‧‧補強條 27‧‧‧ reinforcement

271‧‧‧肩部 271‧‧‧Shoulder

272‧‧‧長邊 272‧‧‧long side

274‧‧‧短邊 274‧‧‧short side

276‧‧‧頂面 276‧‧‧Top

278‧‧‧底面 278‧‧‧ underside

28‧‧‧第二端壁 28‧‧‧ second end wall

30‧‧‧固定件 30‧‧‧Fixture

32‧‧‧止檔件 32‧‧‧stop

34‧‧‧螺絲 34‧‧‧Screw

40‧‧‧連接件 40‧‧‧Connector

42‧‧‧接合部 42‧‧‧Joint

50‧‧‧障礙物 50‧‧‧ obstacles

60‧‧‧板模 60‧‧‧Plate

62‧‧‧穿孔 62‧‧‧perforation

80‧‧‧H型鋼 80‧‧‧H section steel

A‧‧‧第一側模 A‧‧‧The first side mold

B‧‧‧第二側模 B‧‧‧Second side mold

C‧‧‧灌漿空間 C‧‧‧ Grouting space

30A‧‧‧固定件 30A‧‧‧Fixture

40A‧‧‧連接件 40A‧‧‧Connector

42A‧‧‧接合部 42A‧‧‧Joint

40B‧‧‧連接件 40B‧‧‧Connector

42B‧‧‧接合部 42B‧‧‧Joint

422B‧‧‧穿孔 422B‧‧‧Perforated

圖1、為本創作一立體分解圖。 Figure 1. A three-dimensional exploded view of this creation.

圖2、為本創作之板體一端面視圖。 Figure 2. An end view of the plate body for this creation.

圖3、為本創作之補強條一端面視圖。 Figure 3. An end view of a reinforcing bar for this creation.

圖4、為本創作之實施示意圖。 Figure 4 is a schematic diagram of the implementation of this creation.

圖5、依圖4縱向剖視在該連接件之剖視圖。 FIG. 5 and FIG. 4 are longitudinal sectional views of the connecting member.

圖6、依圖4縱向剖視在該補強條之剖視圖。 FIG. 6 and FIG. 4 are longitudinal sectional views of the reinforcing bar.

圖7、為本創作之板體一實施例示意圖。 FIG. 7 is a schematic diagram of an embodiment of a plate body for the creation.

圖8、為本創作之連接件一實施例示意圖。 FIG. 8 is a schematic diagram of an embodiment of a connector of the present invention.

圖9、為本創作之連接件另一實施例示意圖。 FIG. 9 is a schematic diagram of another embodiment of the connector of the present invention.

請參閱圖1、圖2所示,係為本創作所提供之外牆模板10結構,其主要由一板體20以及至少一連接件40構成,其中:該板體20具有在一厚度方向所區隔開的一外表面22與一內表面24以及位於該模板外緣的二相對之第一端璧26、第二端壁28與垂直該第一、第二端壁26、28的二相對之第一側壁21、第二側壁23;該第一端壁26與第二端壁28間具有貫穿其端璧間的卡槽25,該卡槽25於該內表面24具有一開口252,該開口252寬度小於該卡槽25槽孔寬度,圖中,該卡槽25與該開口252斷面為呈一T字型;又,該第一側壁21具有延伸在第一、第二端壁26、28間的一嵌設部212,而該第二側壁23具有延伸在第一、第二端壁26、28間的一嵌槽232,且該嵌槽232的斷面形狀與該嵌設部212之斷面形狀相同。 Please refer to FIG. 1 and FIG. 2, which are the structure of the outer wall formwork 10 provided by this creation, which is mainly composed of a plate body 20 and at least one connecting member 40, wherein: the plate body 20 has a thickness direction A partitioned outer surface 22 and an inner surface 24 and two opposite first end ridges 26 and second end walls 28 located on the outer edge of the template are opposed to two perpendicular to the first and second end walls 26 and 28. A first side wall 21 and a second side wall 23; the first end wall 26 and the second end wall 28 have a slot 25 extending through the end thereof, and the slot 25 has an opening 252 in the inner surface 24, and The width of the opening 252 is smaller than the width of the slot of the latching slot 25. In the figure, the cross section of the latching slot 25 and the opening 252 is a T-shape; in addition, the first side wall 21 has a first end wall 26 and a second end wall 26 An embedded portion 212 is formed between the first and second end walls 26 and 28, and the second side wall 23 has an embedded slot 232 extending between the first and second end walls 26 and 28. The cross-sectional shape of the embedded slot 232 is similar to the embedded portion. Section 212 has the same shape.

最佳者,該板體20為呈一中空態樣之設計,即,該板體20之外表面22與內表面24間具有貫穿在第一端壁26與第二端壁28間的通孔262。 Preferably, the plate body 20 is a hollow design, that is, the plate body 20 has a through hole between the first end wall 26 and the second end wall 28 between the outer surface 22 and the inner surface 24. 262.

該連接件40,其可被穿置容納於該卡槽25中,該連接件40相對於該開口252具有一接合部42,圖中,為以兩連接件40間隔地穿置於該卡槽25中,而該接合部42為一貫穿連接件40本體的一螺孔,該連接件40在其穿置方向的斷面形狀與該卡槽25之斷面形狀相同。 The connecting member 40 can be inserted and received in the card slot 25. The connecting member 40 has an engaging portion 42 with respect to the opening 252. In the figure, two connecting members 40 are inserted into the card slot at intervals. In 25, the joint portion 42 is a screw hole penetrating through the body of the connecting member 40, and the cross-sectional shape of the connecting member 40 in the penetrating direction is the same as the cross-sectional shape of the engaging slot 25.

該外牆模板10更包括一用以封閉該卡槽25開口252的一補強條27,該補強條27具有兩相對長邊272及兩相對短邊274,以及,形成在其厚度方向的一頂面276及一底面278,該底面278於該兩長邊272各具有一形成在該兩短邊274間的一肩部271,而該板體20之開口252兩側更包括提供該肩部271穿設的穿槽242,該各穿槽242並形成具有一外端面244,該外端面 244提供該補強條27長邊272的抵靠。 The exterior wall formwork 10 further includes a reinforcing strip 27 for closing the opening 252 of the slot 25. The reinforcing strip 27 has two relatively long sides 272 and two relatively short sides 274, and a top formed in a thickness direction thereof. Surface 276 and a bottom surface 278. Each of the bottom surfaces 278 has a shoulder 271 formed between the two short sides 274. The two sides of the opening 252 of the plate 20 further include the shoulder 271. Each of the through grooves 242 is formed with an outer end surface 244, and the outer end surface 244 provides the abutment of the long side 272 of the reinforcing bar 27.

在上述本創作的結構設計下,該外牆模板10是可以複數個的在水平或垂直的方向上相互拼接,於圖3、圖4中所顯示的,該外牆模板10板體20為依第一側壁21、第二側壁23朝上、下設置的方式垂直置放,各外牆模板10由下而上的以其具有之嵌設部212嵌入相鄰外牆模板10的嵌槽232,而左、右之間的兩外牆模板10間是可以一H型鋼80予以接續之,以構成一第一側模A。 Based on the above structural design of the present creation, the exterior wall formwork 10 can be spliced to each other in the horizontal or vertical direction. As shown in FIG. 3 and FIG. 4, the exterior wall formwork 10 board 20 is based on The first side wall 21 and the second side wall 23 are vertically disposed in a manner of facing upward and downward, and each of the outer wall templates 10 is inserted from the bottom with the embedded portion 212 of the outer wall template 10 into the recess 232 of the adjacent outer wall template 10, The two outer wall templates 10 between the left and the right can be followed by an H-shaped steel 80 to form a first side mold A.

而第一側模A平行間的一側,由數板模60併接而構成一第二側模B,該第一側模A與該第二側模B間共同界定一灌漿空間C;本創作之外牆模板10與板模60間提供有固定件30固定兩者的間隔設置狀態,該固定件30可為與該連接件40之接合部42(螺孔)鎖設的一螺柱,該固定件30的一端為與該連接件40之接合部42做可拆卸地結合,而該固定件30的另一端將由該板模60所預定之穿孔62中所延伸而出;該固定件30更可包括一可與其螺設的一止檔件32,該止檔件32設置在外牆模板10與板模60之間並提供該板模60的抵靠,該固定件30中的止檔件32依混凝土基礎的建築設計尺寸限定了外牆模板10與板模60間的距離;操作上,並以螺絲34鎖設該固定件30而固定板模60。 On the side of the first side mold A parallel to each other, a number plate mold 60 is connected in parallel to form a second side mold B. The first side mold A and the second side mold B jointly define a grouting space C; The space between the outer wall formwork 10 and the formwork 60 is provided with a fixing member 30 for fixing the two. The fixing member 30 may be a stud locked with the joint portion 42 (thread hole) of the connecting member 40. One end of the fixing member 30 is detachably combined with the joint portion 42 of the connecting member 40, and the other end of the fixing member 30 will be extended from the through hole 62 predetermined by the plate mold 60; the fixing member 30 It may further include a stopper 32 that can be screwed with the stopper 32. The stopper 32 is provided between the outer wall formwork 10 and the plate mold 60 and provides abutment of the plate mold 60. The stopper in the fixing member 30 32 According to the architectural design dimensions of the concrete foundation, the distance between the outer wall formwork 10 and the formwork 60 is limited; in operation, the fixing member 30 is locked with screws 34 to fix the formwork 60.

本創作之外牆模板10是可在混凝土灌漿作為完成後可不予以脫模之免拆式模板,此種設計特別適用在環境狹窄中的混凝土基礎的建設,圖中標號50者為一障礙物,該障礙物50可能是鄰近的建築物牆面,該外牆模板10板體20的外表面22臨靠該障礙物50;該卡槽25容置該連接件40的設計得使該固定件30由板體20內表面24牽引支撐該外牆模板10,如此, 該外牆模板10的架設固定作業僅於模板一側即可完成,不需要搭設鷹架架設建築物外側之第一側模A而具有組裝上的便利性;再者,該外牆模板10於混凝土基礎(牆面)成形後不予以拆除,而該板體20之通孔262更可構成具有隔音、隔熱的效果。已知的是,該卡槽25除了提供該連接件40的設置外,於灌漿作業中,水泥沙漿是可填入該卡槽25中,如此,外牆模板10是可穩固的固結在混凝土基礎(牆)的外牆面。 The outer wall formwork 10 of this creation is a dismantleable formwork that can be removed without demoulding after the completion of concrete grouting. This design is particularly suitable for the construction of concrete foundations in narrow environments. The number 50 in the figure is an obstacle. The obstacle 50 may be an adjacent building wall surface, and the outer surface 22 of the plate body 20 of the outer wall template 10 abuts the obstacle 50; the card slot 25 accommodates the connecting member 40 so that the fixing member 30 The outer wall formwork 10 is traction-supported by the inner surface 24 of the plate body 20, The erection and fixing of the outer wall formwork 10 can be completed only on one side of the formwork, and it is not necessary to set up the first side mold A on the outside of the building to facilitate assembly. The concrete foundation (wall surface) is not to be removed after forming, and the through hole 262 of the plate body 20 can further have the effects of sound insulation and heat insulation. It is known that, in addition to providing the connection member 40 with the card slot 25, cement mortar can be filled into the card slot 25 during grouting. In this way, the outer wall formwork 10 can be stably consolidated in the concrete Exterior wall surface of the foundation (wall).

本創作較佳的製作上,該板體20為以鋁擠型加工而成,該卡槽25與該連接件40的配合設置使得連接件40的安置、定位更為便利,而在外牆模板10架設作業中,左右相鄰並接之各外牆模板10整體尺寸無法符合混凝土基礎(外牆)設計尺寸時,施工人員於現場即可裁切該板體20而取得所須尺寸之外牆模板10,而該連接件40的實施數量可依該板體20的實施寬度或所須承受之混凝土(水泥沙將)負載而予以增減,如圖7所示,本創作實具有施工上的便利性。 In the better production of this creation, the plate body 20 is made of aluminum extrusion processing. The cooperative setting of the card slot 25 and the connecting member 40 makes the installation and positioning of the connecting member 40 more convenient. In the erection operation, when the overall dimensions of the external wall formwork 10 adjacent to the left and right cannot meet the design size of the concrete foundation (exterior wall), the construction personnel can cut the board 20 at the site to obtain the required external wall formwork. 10, and the number of implementations of the connection member 40 may be increased or decreased according to the implementation width of the board 20 or the concrete (cement sand load) to be supported, as shown in FIG. Convenience.

而對於該卡槽25的設置有可能減損該板體20抗撓曲的疑慮上,該補強條27解決了此等疑慮,該補強條27底面278兩側之肩部271穿置固定在該卡槽25開口252兩側的穿槽242中,如此,該補強條27之本體相對的支撐了該卡槽25,當水泥沙漿對板體20產生橫向負載力時,該補強條27支撐了該卡槽25而使板體20不易產生撓曲。 With regard to the doubt that the setting of the card slot 25 may reduce the anti-deflection of the plate body 20, the reinforcing strip 27 solves these doubts. The shoulders 271 on both sides of the bottom surface 278 of the reinforcing strip 27 are fixed to the card In the slot 242 on both sides of the slot 25 opening 252, in this way, the body of the reinforcing bar 27 supports the card slot 25 oppositely. When the cement mortar generates a lateral load on the board 20, the reinforcing bar 27 supports the card. The grooves 25 make the plate body 20 less prone to deflection.

該卡槽25之設計為限制該連接件40於內、外表面24、22方向間的移動能力,依此技術特徵的理解上,該卡槽25的斷面形狀可為T字形外,亦可為梯形(鳩尾)或圓形等任何一種形式,而該連接件40在其穿置方向的斷面形狀是與其相同配合者。 The design of the slot 25 is to limit the ability of the connecting member 40 to move between the inner and outer surfaces 24 and 22. Based on the understanding of this technical feature, the cross-sectional shape of the slot 25 may be T-shaped, or The connection member 40 has a trapezoidal shape (dovetail) or a circular shape, and the cross-sectional shape of the connecting member 40 in the penetrating direction is the same as that of the connecting member 40.

再者,本創作圖式中,各板體20間之嵌設部212與嵌槽232的配合為在一上、下高度方向中所做一結合結構設置;而就嵌設部212與嵌槽232的設計為使兩板體20(外牆模板)間的連接能更加的穩固,在一可行的變化實施例中,該各板體20間之嵌設部212與嵌槽232的配合是可在各板體20左、右排列的相鄰端面中予以變換方向實施。又,該固定件30可為一具有頭部的螺栓,該螺栓頭部構成該連接件40。 Furthermore, in this creative drawing, the cooperation between the embedded portions 212 and the embedded grooves 232 between the boards 20 is a combined structural setting in an upper and lower height direction; and the embedded portions 212 and the embedded grooves are arranged. The design of 232 is to make the connection between the two boards 20 (outer wall formwork) more stable. In a feasible variation embodiment, the cooperation between the embedded portion 212 between the boards 20 and the embedded groove 232 is possible. The direction is implemented by changing the direction of the adjacent end faces of the plate bodies 20 arranged left and right. In addition, the fixing member 30 may be a bolt having a head, and the bolt head constitutes the connecting member 40.

又,該連接件40於該卡槽25中為採可滑動的設計下,施工人員於板模60一側穿置螺鎖固定件30時,該固定件30在縱向對應該連接件40穿設於板模60,而該連接件40可在橫向的方向上予以移動對位,有助於施工時可輕易地將固定件30對應螺入連接件40中,故可增進施工效率。 In addition, the connecting member 40 is designed to be slidable in the slot 25. When a construction worker wears the screw-locking fixing member 30 on the side of the mold 60, the fixing member 30 is inserted in the longitudinal direction corresponding to the connecting member 40. In the formwork 60, the connecting member 40 can be moved and aligned in a horizontal direction, which helps to easily screw the fixing member 30 into the connecting member 40 during construction, so the construction efficiency can be improved.

此外,對於另一種常見以鐵絲做為固定件的實施上,請參閱圖8所示,該連接件40A相對於該卡槽25開口252之接合部42A為以一勾耳的實施,該接合部42A可提供鐵絲之固定件30A的勾設實施。該連接件40B之接合部42B更可為一具有穿孔422B之勾耳來實施,如圖9所示,該穿孔422B可提供鐵絲之固定件的穿設勾設實施。 In addition, for another common implementation using a wire as a fixing member, please refer to FIG. 8. The joint portion 42A of the connecting member 40A with respect to the opening 252 of the card slot 25 is implemented with a hook ear. The joint portion 42A can provide the implementation of the fixing member 30A of the iron wire. The joint portion 42B of the connecting member 40B can be implemented by a hook ear with a perforation 422B. As shown in FIG. 9, the perforation 422B can be provided to implement the hooking of the fixing member of the wire.

在前述說明書中,本創作僅是就一特定實施例做描述,而依本創作的特徵仍可有多種變化或修改。是以,對於熟悉此項技藝人士可作之明顯替換與修改,仍將併入於本創作所主張的專利範圍之內。 In the foregoing description, the present invention is only described in terms of a specific embodiment, and the features of the present invention may still have various changes or modifications. Therefore, obvious replacements and modifications that can be made by those skilled in this art will still be included in the scope of the patent claimed by this creation.

Claims (6)

一種外牆模板,配合一固定件可拆卸地連接一板模以共同界定一灌漿空間,該外牆模板包含:一板體,該板體具有在一厚度方向所區隔開的一外表面與一內表面以及位於該模板外緣的二相對之第一、第二端壁與垂直該第一、第二端壁的二相對之第一、第二側壁,該第一端壁與第二端壁間具有貫穿其端璧間的一卡槽,該卡槽於該內表面形成有一開口,該開口寬度小於該卡槽槽孔寬度,一連接件,其將被容納於該卡槽,該連接件將連結該固定件。An exterior wall formwork cooperated with a fixing member to detachably connect a plate mold to jointly define a grouting space. The exterior wall formwork includes a plate body having an outer surface separated by a thickness direction and An inner surface and two opposite first and second end walls located on the outer edge of the template and two opposite first and second side walls perpendicular to the first and second end walls, the first end wall and the second end There is a card slot between the walls, the card slot has an opening formed on the inner surface, the width of the opening is smaller than the width of the card slot slot, and a connector is to be received in the card slot. The piece will be attached to the fixture. 如申請專利範圍第1項所述之外牆模板,其中該板體之第一側壁具有延伸在第一、第二端壁間的一嵌設部,而該第二側壁具有延伸在第一、第二端壁間的一嵌槽,該嵌槽斷面形狀與該嵌設部之斷面形狀相同。The outer wall template according to item 1 of the scope of patent application, wherein the first side wall of the board body has an embedded portion extending between the first and second end walls, and the second side wall has an embedding portion extending between the first and second end walls. An embedded groove between the second end walls has a cross-sectional shape that is the same as that of the embedded portion. 如申請專利範圍第1項所述之外牆模板,更包括用以封閉該卡槽開口的一補強條,該補強條具有兩相對長邊及兩相對短邊,以及,形成在其厚度方向的一頂面及一底面,該底面於該兩長邊各具有延伸形成在該兩短邊間的一肩部,而該板體之開口兩側更包括提供該肩部穿設的穿槽。The outer wall template described in item 1 of the scope of patent application, further includes a reinforcing strip for closing the opening of the card slot, the reinforcing strip has two relatively long sides and two relatively short sides, and is formed in the thickness direction. A top surface and a bottom surface, the bottom surface has a shoulder portion extending between the two short sides on each of the two long sides, and both sides of the opening of the board body further include a through groove for providing the shoulder portion to pass through. 如申請專利範圍第1項所述之外牆模板,其中該板體在第一端壁與第二端壁間具有貫穿該第一、第二端壁之通孔。The outer wall template according to item 1 of the scope of patent application, wherein the plate body has a through hole passing through the first and second end walls between the first end wall and the second end wall. 如申請專利範圍第1項所述之外牆模板,其中該連接件相對於該開口具有一螺孔,而該固定件為一螺柱。The outer wall formwork according to item 1 of the scope of patent application, wherein the connecting member has a screw hole with respect to the opening, and the fixing member is a stud. 如申請專利範圍第1項所述之外牆模板,其中該卡槽斷面形狀為T字形或梯形、圓形之其中一種。The outer wall template according to item 1 of the scope of patent application, wherein the cross-sectional shape of the card slot is one of T-shaped, trapezoidal, or circular.
TW107204512U 2018-04-09 2018-04-09 Template of exterior wall TWM564621U (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI678453B (en) * 2018-09-12 2019-12-01 陳鴻椿 Formwork device for wall and manufacturing method
TWI689653B (en) * 2018-12-22 2020-04-01 陳鴻椿 Wall formwork components
CN113898170A (en) * 2021-11-15 2022-01-07 贵州建工集团第一建筑工程有限责任公司 Supporting template with interfaces capable of being embedded into each other

Families Citing this family (1)

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CN114412014A (en) * 2022-02-07 2022-04-29 河北新农建节能科技有限公司 Hidden column visible template cast-in-place composite bearing wall and construction method thereof

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10196011A (en) * 1997-01-16 1998-07-28 Takeshige Shimonohara Construction block body and its connecting method
CN2665261Y (en) * 2003-12-24 2004-12-22 郑志伟 Lightweight building board with glass fiber mesh
JP5291516B2 (en) * 2009-04-01 2013-09-18 平井工作株式会社 Damper fixing jig and manufacturing method thereof
CN204357111U (en) * 2014-12-17 2015-05-27 江苏丰彩新型建材有限公司 A kind of insulation compound exempts from demoulding exterior sheathing
CN105019582A (en) * 2015-08-04 2015-11-04 万保金 Disassembly-free prefabricated concrete thermal-insulation wall formwork
CN205101352U (en) * 2015-11-06 2016-03-23 山东瑞京建筑科技有限公司 Heated board, template fixing bolt subassembly and corresponding combination building templates

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI678453B (en) * 2018-09-12 2019-12-01 陳鴻椿 Formwork device for wall and manufacturing method
TWI689653B (en) * 2018-12-22 2020-04-01 陳鴻椿 Wall formwork components
CN113898170A (en) * 2021-11-15 2022-01-07 贵州建工集团第一建筑工程有限责任公司 Supporting template with interfaces capable of being embedded into each other

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