TWM633579U - formwork unit - Google Patents

formwork unit Download PDF

Info

Publication number
TWM633579U
TWM633579U TW111203421U TW111203421U TWM633579U TW M633579 U TWM633579 U TW M633579U TW 111203421 U TW111203421 U TW 111203421U TW 111203421 U TW111203421 U TW 111203421U TW M633579 U TWM633579 U TW M633579U
Authority
TW
Taiwan
Prior art keywords
beams
sub
main
grid
formwork unit
Prior art date
Application number
TW111203421U
Other languages
Chinese (zh)
Inventor
黃德茂
Original Assignee
黃德茂
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 黃德茂 filed Critical 黃德茂
Priority to TW111203421U priority Critical patent/TWM633579U/en
Publication of TWM633579U publication Critical patent/TWM633579U/en

Links

Images

Landscapes

  • Separation Using Semi-Permeable Membranes (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Supporting Of Heads In Record-Carrier Devices (AREA)

Abstract

一種板模單元,其包括一個第一面以及一個第二面,所述板模單元進一步包括從所述第二面延伸且排列成四邊形的四個邊樑,在所述第二面上且位於所述四個邊樑內側延伸一個網格狀結構體,所述網格狀結構體包括複數個鄰接在一起的網格單元,每一個網格單元包括至少五個邊,任意相鄰的兩個網格單元共用至少一個邊,本創作的板模單元藉此強化結構的設計有利於模組化成複數板模,並且允許將複數個板模組裝成板模牆而能夠在工地現場快速地架設與安裝,在灌漿成牆後所述板模牆也相當易於拆卸。A formwork unit, which includes a first surface and a second surface, the formwork unit further includes four side beams extending from the second surface and arranged in a quadrilateral, on the second surface and located A grid-like structure extends inside the four side beams, and the grid-like structure includes a plurality of adjacent grid units, each grid unit includes at least five sides, and any adjacent two Grid units share at least one side, and the formwork unit of this invention strengthens the structural design to facilitate modularization into multiple formwork, and allows multiple formwork to be assembled into a formwork wall, which can be quickly erected on the construction site As with installation, the formwork walls are also fairly easy to remove after grouting into the wall.

Description

板模單元formwork unit

本創作係關於一種板模單元,尤指可以組裝成大型的板模在建築灌漿作業時使用的板模單元。The invention relates to a formwork unit, especially a formwork unit that can be assembled into a large formwork and used in building grouting operations.

已知的一種建築物的搭建方法是採用複數個板模組合成所要的形狀後,進一步將漿狀的混凝土灌入所述複數個板模所區隔的空間中,待所述混凝土凝固後將所述複數個板模拆除後就能獲得所要的建築物雛形。所述板模是由複數個板模單元所構成,所述板模單元通常由木質材料的所製成,這些木製的板模組件通常使用釘子連接,因此板模組件重複使用的過程中需要反覆的釘釘子或將釘子拆卸,因此相當容易損壞,並且木製的板模本身的耐用性也不夠好。A known construction method of a building is to use a plurality of formworks to form a desired shape, and then pour slurry-like concrete into the space separated by the plurality of formworks, and then pour the concrete into the space after the concrete is solidified. After the plurality of formworks are removed, the desired prototype of the building can be obtained. The formwork is composed of a plurality of formwork units, and the formwork units are usually made of wooden materials. These wooden formwork components are usually connected by nails, so the process of repeated use of the formwork components Requires repeated nailing and removal, so it is quite easy to damage, and the durability of the wooden formwork itself is not good enough.

為此有業者利用塑膠材料做出塑膠材質的板模單元,將所述複數個塑膠材質的板模單元結合後能夠構成一個板模,這種塑膠製的板模單元的重複利用性遠高於所述木製的板模單元,但這種塑膠製的板模單元較薄並且表面積頗大,即便背面設置有肋條強化結構強度仍然因而容易有扭曲或變形的問題。For this reason, some operators use plastic materials to make plastic formwork units. After combining the plurality of plastic material formwork units, a formwork can be formed. The reusability of this plastic formwork unit is much higher than The wooden formwork unit, but this plastic formwork unit is relatively thin and has a relatively large surface area, even if the back is provided with ribs to strengthen the structural strength, it is still prone to distortion or deformation.

為解決此問題,本創作提供一種板模單元,包括一個第一面以及一個第二面,所述板模單元進一步包括從所述第二面延伸且排列成四邊形的四個邊樑,在所述第二面上且位於所述四個邊樑內側延伸一個網格狀結構體,所述網格狀結構體包括複數個鄰接在一起的網格單元,每一個網格單元包括至少五個邊,任意相鄰的兩個網格單元共用至少一個邊。In order to solve this problem, this creation provides a formwork unit, including a first surface and a second surface, and the formwork unit further includes four side beams extending from the second surface and arranged in a quadrilateral, in which A grid-like structure is extended on the second surface and inside the four side beams, the grid-like structure includes a plurality of adjacent grid units, and each grid unit includes at least five sides , any two adjacent grid cells share at least one edge.

本創作的板模單元透過在所述第二面形成由複數個網格單元所構成的網格結構體,每一個網格單元包括至少五個邊,使得所述網格結構體具有多向性補強效果,如此大面積的板模單元(約30公分X60公分)具有較佳的結構強度降低受力後的扭曲變形量。The formwork unit of the invention forms a grid structure composed of a plurality of grid units on the second surface, and each grid unit includes at least five sides, so that the grid structure has multi-directionality Reinforcement effect, such a large-area formwork unit (about 30 cm x 60 cm) has better structural strength and reduces the amount of twisting and deformation after stress.

在一實施例中所述的板模單元,其中各網格單元為六邊形所構成,所述網格狀結構體為蜂巢狀。In the formwork unit described in one embodiment, each grid unit is composed of hexagons, and the grid structure is honeycomb.

在一實施例中所述的板模單元,其中進一步包括形成在所述第二面且在所述四個邊樑的其中兩個的邊樑之間延伸的一個第一主樑,所述第一主樑與所述網格狀結構體相交,所述板模單元另包括形成在所述第二面且在所述四個邊樑的其中兩個的邊樑之間延伸的兩個第二主樑,所述兩個第二主樑與所述第一主樑相互平行並且分別與在所述四個邊樑的另外兩個的邊樑鄰接,所述第一主樑位於所述兩個第二主樑之間,所述第一主樑與所述各第二主樑包括朝向所述第一面延伸但與所述第一面隔開的複數個螺接孔,所述各第二主樑與所述網格狀結構體相交。In one embodiment, the formwork unit further includes a first main beam formed on the second surface and extending between two side beams of the four side beams, the first main beam A main beam intersects the grid-like structure, and the formwork unit further includes two second side beams formed on the second surface and extending between two side beams of the four side beams. The main beam, the two second main beams and the first main beam are parallel to each other and adjacent to the other two side beams of the four side beams respectively, and the first main beam is located at the two side beams Between the second main beams, the first main beam and each of the second main beams include a plurality of screw holes extending toward the first surface but separated from the first surface, and each of the second main beams Main beams intersect the lattice structure.

所述網格狀結構體與所述第一、所述各第二主樑相交,能夠進一步提高整體結構強度。The grid structure intersects the first and the second main girders, which can further improve the overall structural strength.

在一實施例中所述的板模單元,其中所述板模單元進一步包括形成在所述第二面且在所述四個邊樑的其中兩個邊樑之間延伸的一個第三主樑,所述第三主樑與所述第一主樑及所述各第二主樑正交,所述第三主樑與所述網格狀結構體相交。The panel formwork unit in an embodiment, wherein the panel formwork unit further comprises a third main beam formed on the second surface and extending between two of the four side beams , the third main beam is perpendicular to the first main beam and each of the second main beams, and the third main beam intersects the grid structure.

在一實施例中所述的板模單元,其中所述板模單元另包括形成在所述第二面並且在所述四個邊樑的其中兩個邊樑之間延伸的複數個第一副樑,所述各第一副樑與所述網格狀結構體相交並且,所述各第一副樑各自與所述第一主樑以及所述各第二主樑相交。The panel formwork unit described in an embodiment, wherein the panel formwork unit further includes a plurality of first pairs formed on the second surface and extending between two of the four side beams Beams, each of the first sub-beams intersects with the grid-like structure, and each of the first sub-beams intersects with the first main beam and each of the second main girders.

在一實施例中所述的板模單元,其中所述板模單元進一步包括在所述四個邊樑的其中兩個的邊樑之間延伸所述複數個第二副樑,所述各第二副樑與所述各第一副樑以及所述第三主樑相交,在所述各第二副樑與所述第一副樑的相交處以及在所述各第二副樑與所述第三主樑的相交處各形成一個預定穿接孔,所述各預定穿接孔預設與所述第一面隔開。The panel formwork unit described in an embodiment, wherein the panel formwork unit further includes extending the plurality of second sub-beams between the side beams of two of the four side beams, each of the second sub-beams The two sub-beams intersect with each of the first sub-beams and the third main girder, at the intersections of each of the second sub-beams with the first sub-beam and at the intersections of each of the second sub-beams with the The intersections of the third main beams each form a predetermined penetration hole, and each predetermined penetration hole is preset to be spaced apart from the first surface.

在一實施例中所述的板模單元,其中所述板模單元另包括形成在所述第二面並且在所述四個邊樑的其中兩個邊樑之間延伸的複數個第一副樑,所述各第一副樑與所述網格狀結構體相交並且,所述各第一副樑各自與所述第一主樑以及各第二主樑相交。The panel formwork unit described in an embodiment, wherein the panel formwork unit further includes a plurality of first pairs formed on the second surface and extending between two of the four side beams Beams, each of the first sub-beams intersects with the grid structure, and each of the first sub-beams intersects with the first main beam and each of the second main girders.

在一實施例中所述的板模單元,其中所述板模單元進一步包括在所述四個邊樑的其中兩個的邊樑之間延伸所述複數個第二副樑,所述各第二副樑與所述各第一副樑相交,在所述各第二副樑與所述第一副樑的相交處各形成一個預定穿接孔,所述各預定穿接孔預設與所述第一面隔開。The panel formwork unit described in an embodiment, wherein the panel formwork unit further includes extending the plurality of second sub-beams between the side beams of two of the four side beams, each of the second sub-beams The two sub-beams intersect each of the first sub-beams, and a predetermined piercing hole is formed at the intersection of each of the second sub-beams and the first sub-beam, and each of the predetermined piercing holes is preset to the The first side is separated.

在一實施例中所述的板模單元,其中所述板模單元進一步包括在所述四個邊樑的其中兩個的邊樑之間延伸所述複數個第二副樑,所述複數第二副樑的其中兩個第二副樑分別鄰近所述兩個第二主樑,所述複數第二副樑的另外兩個第二副樑分別鄰近所述第一主樑,所述複數第二副樑的再兩個第二副樑位於所述第一主樑與所述兩個第二主樑之間,並且所述第一主樑位於所述兩個第二副樑之間。The panel formwork unit described in an embodiment, wherein the panel formwork unit further includes extending the plurality of second sub-beams between the side beams of two of the four side beams, the plurality of second sub-beams Two of the second sub-beams of the second sub-beams are respectively adjacent to the two second main girders, the other two second sub-beams of the plurality of second sub-beams are respectively adjacent to the first main girder, and the plurality of second sub-beams are respectively adjacent to the first main girder. Two more second sub-beams of the second sub-beam are located between the first main beam and the two second main beams, and the first main beam is located between the two second sub-beams.

在配合圖式說明本創作的說明性實施例的詳細說明之下將可更清楚瞭解本創作。The invention will become more apparent from the detailed description in which illustrative embodiments of the invention are illustrated with accompanying drawings.

本創作係關於一種建築用的板模單元,所述板模單元可以被用來組裝成板模進一步搭建成建築物所需的形狀用來固定漿狀的混凝土使之能凝固成預定形狀的混凝土牆。參閱第1~2圖所示,所述板模單元20包括平行地相互隔開的一個第一面22以及一個第二面24,所述第一面22由一個平面所構成,所述板模單元20進一步包括從所述第二面24朝遠離所述第一面22的方向延伸且排列成四邊形的四個邊樑26,所述板模單元20另包括形成在所述第二面24且位於所述四個邊樑26內側延伸的一個網格狀結構體40,所述網格狀結構體40包括複數個鄰接在一起的網格單元40A,每一個網格單元40A包括至少五個邊,任意相鄰的兩個網格單元40A之間共用至少一個邊。如第1圖所示係以六邊形的網格單元40A為實施例所繪製,因而任意一個網格單元40A與另外六個網格單元40A鄰接,如此所述網格狀結構體40構成如同蜂巢的形狀凸出地佈滿在所述第二面24。This creation is related to a formwork unit for construction, the formwork unit can be assembled into a formwork and further built into the shape required by the building to fix the slurry-like concrete so that it can be solidified into a predetermined shape of concrete wall. Referring to Figures 1-2, the formwork unit 20 includes a first surface 22 and a second surface 24 spaced parallel to each other, the first surface 22 is formed by a plane, and the formwork unit The unit 20 further includes four side beams 26 extending from the second surface 24 in a direction away from the first surface 22 and arranged in a quadrangular shape. A grid-like structure 40 extending inside the four side beams 26, the grid-like structure 40 includes a plurality of adjacent grid units 40A, each grid unit 40A includes at least five sides , any two adjacent grid units 40A share at least one edge. As shown in Figure 1, it is drawn with a hexagonal grid unit 40A as an example, so any grid unit 40A is adjacent to the other six grid units 40A, so the grid structure 40 constitutes as The shape of the honeycomb protrudes all over the second surface 24 .

所述板模單元20進一步包括形成在所述第二面24且在所述四個邊樑26的其中兩個的邊樑26之間延伸的一個第一主樑28,實質上所述板模單元20被設計成長方形,所述四個邊樑26包括對稱的兩個長邊與兩個短邊,所述第一主樑28與所述四個邊樑26的兩個短邊相互平行,也就是說所述第一主樑28是在所述四個邊樑26的兩個長邊之間延伸,此外所述第一主樑28與所述網格狀結構體40相交。The formwork unit 20 further includes a first main beam 28 formed on the second surface 24 and extending between two side beams 26 of the four side beams 26 . The unit 20 is designed as a rectangle, the four side beams 26 include two symmetrical long sides and two short sides, the first main beam 28 and the two short sides of the four side beams 26 are parallel to each other, That is to say, the first main beam 28 extends between two long sides of the four side beams 26 , and besides, the first main beam 28 intersects with the grid structure 40 .

所述板模單元20又包括形成在所述第二面24且在所述四個邊樑26的其中兩個的邊樑26之間延伸的兩個第二主樑30,所述兩個第二主樑30與所述第一主樑28相互平行並且所述第一主樑28位於所述兩個第二主樑30之間,所述兩個第二主樑30分別鄰近所述四個邊樑26的短邊,並且所述各第二主樑30與所述網格狀結構體40交錯。The panel formwork unit 20 further includes two second main beams 30 formed on the second surface 24 and extending between two side beams 26 of the four side beams 26 , the two second main beams 30 The two main beams 30 are parallel to the first main beam 28 and the first main beam 28 is located between the two second main beams 30, and the two second main beams 30 are respectively adjacent to the four The short sides of the side beams 26, and the second main beams 30 intersect with the grid structure 40.

所述板模單元20進一步包括形成在所述第二面24且在所述四個邊樑26的其中兩個的邊樑26之間延伸的一個第三主樑32,所述第三主樑32與所述四個邊樑26的長邊相互平行,實質上所述第三主樑32與所述第一主樑28以及所述各第二主樑30正交,所述第三主樑32另與與所述網格狀結構體40相交。The formwork unit 20 further includes a third main beam 32 formed on the second surface 24 and extending between two side beams 26 of the four side beams 26, the third main beam 32 and the long sides of the four side beams 26 are parallel to each other, the third main beam 32 is substantially perpendicular to the first main beam 28 and the second main beams 30, and the third main beam 32 also intersects with the grid structure 40.

所述板模單元20也包括兩個第一副樑34以及六個第二副樑35,所述兩個第一副樑34形成在所述第二面24上且在所述四個邊樑26的兩個短邊之間延伸,所述兩個第一副樑34與所述第三主樑32相互平行並且所述第三主樑32位於所述兩個第一副樑34之間,所述兩個第一副樑34與所述兩個第二主樑30以及所述第一主樑28正交,所述兩個第一副樑34各自與所述網格狀結構體40相交。The panel formwork unit 20 also includes two first sub-beams 34 and six second sub-beams 35, the two first sub-beams 34 are formed on the second surface 24 and on the four side beams 26 extending between the two short sides, the two first sub-beams 34 and the third main beam 32 are parallel to each other and the third main beam 32 is located between the two first sub-beams 34 , The two first sub-beams 34 are perpendicular to the two second main girders 30 and the first main girder 28 , and the two first sub-beams 34 intersect with the lattice structure 40 respectively. .

所述六個第二副樑35形成在所述第二面24上且在所述四個邊樑26的其中的兩個長邊之間延伸,所述六個第二副樑35與所述第一主樑28相互平行,所述六個第二副樑35的其中兩個分別鄰近兩個第二主樑30,所述六個第二副樑35的另外兩個鄰近所述第一主樑28並且所述第一主樑28位於該兩個第二副樑35之間,所述六個第二副樑35剩餘的兩個位在第一主樑28與兩個第二主樑30之間,所述六個第二副樑35與所述網格狀結構體40相交,此外所述六個第二副樑35也與所述各第一副樑34以及所述第三主樑32正交。The six second sub-beams 35 are formed on the second surface 24 and extend between two long sides of the four side beams 26 , the six second sub-beams 35 are connected to the The first main beams 28 are parallel to each other, two of the six second sub-beams 35 are adjacent to the two second main beams 30, and the other two of the six second sub-beams 35 are adjacent to the first main beams. beam 28 and the first main beam 28 is located between the two second sub-beams 35, and the remaining two of the six second sub-beams 35 are located between the first main beam 28 and the two second main beams 30. Between, the six second sub-beams 35 intersect with the grid structure 40, and the six second sub-beams 35 also intersect with the first sub-beams 34 and the third main girder 32 Orthogonal.

所述板模單元20還包括複數個螺接孔36(圖式顯示為12個)以及複數個穿接預定孔38(圖式顯示為6個)。其中所述複數個螺接孔36分佈在所述第一主樑28以及兩個第二主樑30上並且延伸至所述第一面22,因而從第3圖來觀察,所述板模單元20的第一面22有三排排列成直線的複數個螺接孔36。所述複數個穿接預定孔38的一部分形成在所述各第一副樑34與所述各第二副樑35的相交處(圖式顯示為4個),所述複數個穿接預定孔38剩餘的部分形成位於所述第一主樑28與所述各第二主樑30之間且與所述第三主樑32相交的兩個第二副樑35的相交處(圖式顯示為2個),換句話說,鄰近所述各第二主樑30的兩個第二副樑35雖然也與所述第三主樑32相交但其相交處沒有設置所述預定穿接孔38,所述各穿接預定孔38預設與所述第一面22隔開(要使用時才進一步從選定的穿接預定孔38進一步鑽洞延伸至第一面22),因而在第3圖顯示的第一面22對應各穿接預定孔38的位置為平面。The formwork unit 20 also includes a plurality of threaded holes 36 (12 shown in the figure) and a plurality of predetermined through holes 38 (6 shown in the figure). Wherein the plurality of threaded holes 36 are distributed on the first main beam 28 and the two second main beams 30 and extend to the first surface 22, so viewed from FIG. 3, the formwork unit The first surface 22 of the 20 has three rows of a plurality of threaded holes 36 arranged in a straight line. A part of the plurality of through-connection predetermined holes 38 is formed at the intersection of each of the first sub-beams 34 and each of the second sub-beams 35 (four are shown in the figure), and the plurality of through-connection predetermined holes 38 forms the intersection of two second sub-beams 35 located between said first main beam 28 and said second main beams 30 and intersects said third main beam 32 (shown as 2), in other words, although the two second sub-beams 35 adjacent to the second main beams 30 also intersect with the third main beam 32, the predetermined piercing holes 38 are not provided at their intersections, The predetermined piercing holes 38 are preset to be spaced apart from the first surface 22 (the selected piercing predetermined holes 38 are further drilled and extended to the first surface 22 when it is to be used), so it is shown in Fig. 3 The first surface 22 of the first surface 22 corresponding to the position of each through-connection predetermined hole 38 is a plane.

將複數個所述板模單元20透過適當的組裝能夠形成面積較大的板模10,參閱第3~5圖所示,複數個板模單元20透過木質的三個第一連接樑42組合成一個完整的板模10,實質上所述三個第一連接樑42的表面可以放置但不限於六個板模單元20,所述三個第一連接樑42分別與各板模單元20的所述第一主樑28以及所述各第二主樑30對齊,透過複數個螺釘44從所述各板模單元20的第一面22鎖入各第一連接樑42內,使所述複數個板模單元20排列成一直線並且四個邊樑26的其中兩個相互切齊(如第5圖所示),如此就能構成完整的一個板模10(第5圖顯示兩個板模10)。Properly assembling a plurality of formwork units 20 can form a formwork 10 with a large area, as shown in Figs. In a complete formwork 10, in essence, the surfaces of the three first connecting beams 42 can place but are not limited to six formwork units 20, and the three first connecting beams 42 are respectively connected to all the formwork units 20 of each formwork unit. The first main beams 28 and the second main beams 30 are aligned, and locked into the first connecting beams 42 from the first surface 22 of the panel formwork units 20 through a plurality of screws 44, so that the plurality of screws 44 The formwork units 20 are arranged in a straight line and two of the four side beams 26 are aligned with each other (as shown in Fig. 5), so that a complete formwork 10 can be formed (two formworks 10 are shown in Fig. 5) .

所述板模10進一步可以依據建築現場所需組裝成立體形狀,而各板模10之間所區隔出來的空間允許用來灌入混凝土54。參閱第5~6圖所示,詳細地說各板模10依據實際建築的形狀排列之後可以進一步選擇各板模10中排列成一直線的複數個穿接預定孔38鑽孔延伸至所述第一面22,如此延伸至所述第一面22的各穿接預定孔38進一步允許穿設一個連接螺栓46,如第5圖所示,兩個板模10靠近四個角端的所述穿接預定孔38都被鑽孔延伸至所述第一面22,兩個板模10的四個連接螺栓46分別位於靠近四個角端處。The formwork 10 can further be assembled into a three-dimensional shape according to the needs of the construction site, and the space separated between the formwork 10 can be used for pouring concrete 54 . Referring to Figures 5-6, in detail, after each formwork 10 is arranged according to the shape of the actual building, it is possible to further select a plurality of pre-connected predetermined holes 38 arranged in a straight line in each formwork 10 to drill and extend to the first Surface 22, so that each piercing predetermined hole 38 extending to the first surface 22 further allows a connecting bolt 46 to be pierced. As shown in FIG. The holes 38 are all drilled and extend to the first surface 22, and the four connecting bolts 46 of the two formworks 10 are respectively located near the four corner ends.

此外,所述的各板模10的三個第一連接樑42表面進一步設置兩個第二連接樑48,所述各連接螺栓46的兩個末端分別穿過對應的第二連接樑48,並且在各連接螺栓46兩個末端各設置一個壓迫件50以及螺接一個螺緊件52,所述各壓迫件50抵押所述各第二連接樑48,所述各螺緊件52抵壓所述各壓迫件50,如此允許將複數個板模10組裝成符合建築所需的尺寸與形狀,而所述複數個板模10之間形成的空間也可以用來灌入混凝土54。In addition, two second connecting beams 48 are further provided on the surface of the three first connecting beams 42 of each plate form 10, and the two ends of the connecting bolts 46 respectively pass through the corresponding second connecting beams 48, and A pressing piece 50 and a screwing piece 52 are respectively arranged at the two ends of each connecting bolt 46, and each pressing piece 50 mortgages each of the second connecting beams 48, and each of the screwing pieces 52 presses against the The compression members 50 thus allow the assembly of the plurality of formworks 10 to meet the size and shape required by the building, and the spaces formed between the plurality of formworks 10 can also be used for pouring concrete 54 .

如此可以理解,本創作的板模單元20透過在所述第二面24形成由複數個網格單元40A所構成的網格結構體40,每一個網格單元40A包括至少五個邊,使得所述網格結構體40具有多向性補強效果,如此大面積的板模單元20(約30公分X60公分)具有較佳的結構強度降低受力後的扭曲變形量。It can be understood that the formwork unit 20 of the present invention forms a grid structure 40 composed of a plurality of grid units 40A on the second surface 24, and each grid unit 40A includes at least five sides, so that all The grid structure 40 has a multi-directional reinforcement effect, and such a large-area formwork unit 20 (about 30 cm x 60 cm) has better structural strength and reduces the amount of twisting and deformation after being stressed.

所述網格狀結構體40與所述第一、所述各第二、所述各第三主樑28、30、32相交,所述網格狀結構體40也與所述各第一副樑34以及各第二副樑35相交,能夠進一步提高整體結構強度。The grid-like structure 40 intersects with the first, the second, and the third main beams 28, 30, 32, and the grid-like structure 40 also intersects with the first sub-beams The intersection of the beam 34 and each second sub-beam 35 can further improve the strength of the overall structure.

所述各穿接預定孔38預設沒有延伸至所述第一面22,使得與混凝土54接觸的所述第一面22的孔洞較少,成形後的混凝土牆表面具有較平整的優點。The preset piercing holes 38 do not extend to the first surface 22 by default, so that the first surface 22 in contact with the concrete 54 has fewer holes, and the surface of the formed concrete wall has the advantage of being relatively flat.

本創作的板模單元20藉此強化結構的設計有利於模組化成複數板模10,並且允許將複數個板模10組裝成板模牆而能夠在工地現場快速地架設與安裝,在灌漿成牆後所述板模牆也相當易於拆卸。The design of the formwork unit 20 of this invention strengthens the structure, which is conducive to modularization into multiple formwork 10, and allows the multiple formwork 10 to be assembled into a formwork wall, which can be quickly erected and installed on the construction site. The formwork walls behind the walls are also fairly easy to remove.

本創作的基本教導已加以說明,對具有本領域通常技能的人而言,許多延伸和變化將是顯而易知者。舉例言之,所述網格狀結構體40的各網格單元40A可以是五邊形、七邊形、八邊形...。Having illustrated the basic teachings of this creation, many extensions and variations will be apparent to those of ordinary skill in the art. For example, each grid unit 40A of the grid structure 40 may be pentagonal, heptagonal, or octagonal. . . .

由於說明書揭示的本創作可在未脫離本創作精神或大體特徵的其它特定形式來實施,且這些特定形式的一些形式已經被指出,所以,說明書揭示的實施例應視為舉例說明而非限制。本創作的範圍是由所附的申請專利範圍界定,而不是由上述說明所界定,對於落入申請專利範圍的均等意義與範圍的所有改變仍將包含在其範圍之內。Since the invention disclosed in this specification can be embodied in other specific forms without departing from the spirit or general characteristics of the invention, and some of these specific forms have been indicated, the embodiments disclosed in this specification should be regarded as illustrative and not restrictive. The scope of this creation is defined by the attached scope of patent application, rather than by the above description, and all changes that fall within the equivalent meaning and scope of the scope of patent application will still be included in its scope.

10:板模10: Formwork

20:板模單元20: Formwork unit

22:第一面22: The first side

24:第二面24: The second side

26:邊樑26: side beam

28:第一主樑28: The first main beam

30:第二主樑30: The second main beam

32:第三主樑32: The third main beam

34:第一副樑34: First auxiliary beam

35:第二副樑35: Second auxiliary beam

36:螺接孔36: screw hole

38:穿接預定孔38: Through the predetermined hole

40:網格狀結構體40: grid structure

40A:網格單元40A: grid unit

42:第一連接樑42: The first connecting beam

44:螺釘44: screw

46:連接螺栓46: Connecting bolts

48:第二連接樑48: Second connecting beam

50:壓迫件50: Compression piece

52:螺緊件52: Fasteners

54:混凝土54: Concrete

第1圖為一個板模單元的立體圖。Figure 1 is a perspective view of a formwork unit.

第2圖是沿著第1圖2-2線所取的剖視圖。Figure 2 is a cross-sectional view taken along line 2-2 in Figure 1.

第3圖是所述板模單元的另一角度以及數個第一連接樑的立體分解圖。Figure 3 is another perspective view of the panel formwork unit and a three-dimensional exploded view of several first connecting beams.

第4圖是第3圖的板模單元與第一連接樑組合後的剖視圖。Figure 4 is a cross-sectional view of the plate formwork unit in Figure 3 combined with the first connecting beam.

第5圖是複數個板模單元組合成複數個板模並且複數個板模相互組合的立體分解圖。Fig. 5 is a three-dimensional exploded view in which a plurality of formwork units are combined into a plurality of formwork and the plurality of formwork are combined with each other.

第6圖是沿著第5圖6-6線所取的剖視圖。Figure 6 is a cross-sectional view taken along line 6-6 in Figure 5.

所有圖式係僅便於解釋基本教導而已,圖式中將對構成說明用實施例之元件的數目、位置、關係、及尺寸之延伸將有所說明或在閱讀及了解以下描述後屬於業界技能。另外,在閱讀及了解以下描述後,配合特定力量、重量、強度、及類似要求之精確尺寸及尺寸比例之改變亦屬業界技能。All the drawings are only for explaining the basic teaching, and the extension of the number, position, relationship and size of the elements constituting the embodiment for illustration will be explained in the drawings or it belongs to the skill of the art after reading and understanding the following description. Also, modification of exact dimensions and dimensional ratios to meet specific strength, weight, strength, and similar requirements is within the skill of the art upon reading and understanding the following description.

在不同圖式中係以相同標號來標示相同或類似元件;另外請了解文中諸如“頂部”、“底部” 、“第一”、“第二”、“向前”、“向後”、“反向”、“前”、“後”、“高度”、“寛度”、“長度”、“端”、“側”、“水平”、“垂直”等等及類似用語係僅便於看圖者參考圖中構造以及僅用於幫助描述說明用實施例而已。In different drawings, the same reference numerals are used to designate the same or similar elements; To", "front", "rear", "height", "width", "length", "end", "side", "horizontal", "vertical", etc. and similar terms are only for the convenience of the viewer References are made to the drawings and are used to aid in describing the illustrative embodiments only.

20:板模單元 20: Formwork unit

22:第一面 22: The first side

24:第二面 24: Second side

26:邊樑 26: side beam

28:第一主樑 28: The first main beam

30:第二主樑 30: Second main beam

32:第三主樑 32: The third main beam

34:第一副樑 34: First auxiliary beam

35:第二副樑 35: Second auxiliary beam

36:螺接孔 36: screw connection hole

38:穿接預定孔 38: Through the predetermined hole

40:網格狀結構體 40: grid structure

40A:網格單元 40A: grid unit

Claims (9)

一種板模單元,包括一個第一面以及一個第二面,所述板模單元進一步包括從所述第二面延伸且排列成四邊形的四個邊樑,在所述第二面上且位於所述四個邊樑內側延伸一個網格狀結構體,所述網格狀結構體包括複數個鄰接在一起的網格單元,每一個網格單元包括至少五個邊,任意相鄰的兩個網格單元共用至少一個邊。 A formwork unit, comprising a first surface and a second surface, the formwork unit further includes four side beams extending from the second surface and arranged in a quadrilateral, on the second surface and located on the A grid-like structure is extended inside the four side beams, the grid-like structure includes a plurality of adjacent grid units, each grid unit includes at least five sides, and any two adjacent grids Grid cells share at least one edge. 如申請專利範圍第1項所述的板模單元,其中各網格單元為六邊形所構成,所述網格狀結構體為蜂巢狀。 The formwork unit described in item 1 of the scope of the patent application, wherein each grid unit is composed of hexagons, and the grid-like structure is honeycomb-shaped. 如申請專利範圍第1項所述的板模單元,其中進一步包括形成在所述第二面且在所述四個邊樑的其中兩個的邊樑之間延伸的一個第一主樑,所述第一主樑與所述網格狀結構體相交,所述板模單元另包括形成在所述第二面且在所述四個邊樑的其中兩個的邊樑之間延伸的兩個第二主樑,所述兩個第二主樑與所述第一主樑相互平行並且分別與在所述四個邊樑的另外兩個的邊樑鄰接,所述第一主樑位於所述兩個第二主樑之間,所述第一主樑與所述各第二主樑包括朝向所述第一面延伸但與所述第一面隔開的複數個螺接孔,所述各第二主樑與所述網格狀結構體相交。 The panel formwork unit as described in item 1 of the patent scope of the application, which further includes a first main beam formed on the second surface and extending between two side beams of the four side beams, so The first main beam intersects the grid structure, and the formwork unit further includes two side beams formed on the second surface and extending between two side beams of the four side beams. The second main beam, the two second main beams are parallel to the first main beam and are respectively adjacent to the other two side beams of the four side beams, the first main beam is located at the Between the two second main beams, the first main beam and each of the second main beams include a plurality of screw holes extending toward the first surface but separated from the first surface, each of the The second main beam intersects the lattice structure. 如申請專利範圍第3項所述的板模單元,其中所述板模單元進一步包括形成在所述第二面且在所述四個邊樑的其中兩個邊樑之間延伸的一個第三主樑,所述第三主樑與所述第一主樑及所述各第二主樑正交,所述第三主樑與所述網格狀結構體相交。 The panel formwork unit as described in item 3 of the patent scope of the application, wherein the panel formwork unit further includes a third panel formed on the second surface and extending between two of the four side beams. The main beam, the third main beam is perpendicular to the first main beam and the second main beams, and the third main beam intersects the grid structure. 如申請專利範圍第4項所述的板模單元,其中所述板模單元另包括形成在所述第二面並且在所述四個邊樑的其中兩個邊樑之間延伸的複數個 第一副樑,所述各第一副樑與所述網格狀結構體相交並且,所述各第一副樑各自與所述第一主樑以及所述各第二主樑相交。 The panel formwork unit as described in item 4 of the patent scope of the application, wherein the panel formwork unit further includes a plurality of A first sub-beam, each of the first sub-beams intersects with the grid-like structure, and each of the first sub-beams intersects with the first main girder and each of the second main girders. 如申請專利範圍第5項所述的板模單元,其中所述板模單元進一步包括在所述四個邊樑的其中兩個的邊樑之間延伸的複數個第二副樑,所述各第二副樑與所述各第一副樑以及所述第三主樑相交,在所述各第二副樑與所述第一副樑的相交處以及在所述各第二副樑與所述第三主樑的相交處各形成一個預定穿接孔,所述各預定穿接孔預設與所述第一面隔開。 The panel formwork unit as described in item 5 of the patent scope, wherein the panel formwork unit further includes a plurality of second subbeams extending between two of the four side beams, each of which The second sub-beam intersects with each of the first sub-beams and the third main girder, at the intersection of each of the second sub-beams with the first sub-beam and at the intersection of each of the second sub-beams with the The intersections of the third main beams each form a predetermined penetration hole, and the predetermined penetration holes are preset to be separated from the first surface. 如申請專利範圍第3項所述的板模單元,其中所述板模單元另包括形成在所述第二面並且在所述四個邊樑的其中兩個邊樑之間延伸的複數個第一副樑,所述各第一副樑與所述網格狀結構體相交並且,所述各第一副樑各自與所述第一主樑以及各第二主樑相交。 The panel formwork unit as described in item 3 of the patent scope of the application, wherein the panel formwork unit further includes a plurality of second side beams formed on the second surface and extending between two of the four side beams A sub-beam, each of the first sub-beams intersects with the grid-like structure, and each of the first sub-beams intersects with the first main beam and each of the second main girders. 如申請專利範圍第7項所述的板模單元,其中所述板模單元進一步包括在所述四個邊樑的其中兩個的邊樑之間延伸的複數個第二副樑,所述各第二副樑與所述各第一副樑相交,在所述各第二副樑與所述第一副樑的相交處各形成一個預定穿接孔,所述各預定穿接孔預設與所述第一面隔開。 The panel formwork unit as described in item 7 of the patent scope of the application, wherein the panel formwork unit further includes a plurality of second subbeams extending between two of the four side beams, each of which The second sub-beam intersects with each of the first sub-beams, and a predetermined piercing hole is formed at the intersection of each of the second sub-beams and the first sub-beam, and each of the predetermined piercing holes is preset with the first sub-beam The first side is spaced apart. 如申請專利範圍第3項所述的板模單元,其中所述板模單元進一步包括在所述四個邊樑的其中兩個的邊樑之間延伸的複數個第二副樑,所述複數第二副樑的其中兩個第二副樑分別鄰近所述兩個第二主樑,所述複數第二副樑的另外兩個第二副樑分別鄰近所述第一主樑,所述複數第二副樑的再兩個第二副樑位於所述第一主樑與所述兩個第二主樑之間,並且所述第一主樑位於所述兩個第二副樑之間。The panel formwork unit as described in item 3 of the patent scope of the application, wherein the panel formwork unit further includes a plurality of second sub-beams extending between two of the four side beams, the plurality of Two of the second sub-beams of the second sub-beams are respectively adjacent to the two second main girders, the other two second sub-beams of the plurality of second sub-beams are respectively adjacent to the first main girder, and the plurality of second sub-beams are respectively adjacent to the first main girder. Two more second sub-beams of the second sub-beam are located between the first main beam and the two second main beams, and the first main beam is located between the two second sub-beams.
TW111203421U 2022-04-06 2022-04-06 formwork unit TWM633579U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
TW111203421U TWM633579U (en) 2022-04-06 2022-04-06 formwork unit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
TW111203421U TWM633579U (en) 2022-04-06 2022-04-06 formwork unit

Publications (1)

Publication Number Publication Date
TWM633579U true TWM633579U (en) 2022-11-01

Family

ID=85784056

Family Applications (1)

Application Number Title Priority Date Filing Date
TW111203421U TWM633579U (en) 2022-04-06 2022-04-06 formwork unit

Country Status (1)

Country Link
TW (1) TWM633579U (en)

Similar Documents

Publication Publication Date Title
US8458980B2 (en) Modular building construction
JP4583778B2 (en) Unit building
US4438616A (en) Space frames
TWM633579U (en) formwork unit
JP5806028B2 (en) Masonry building
JP5128313B2 (en) Unit building
WO2010098254A1 (en) Building unit structural member and floor structure utilizing said unit structural member
US3462895A (en) Symmetrical shelter truss
JPH0816350B2 (en) Construction method of unit housing
JP6879507B2 (en) Roof frame
JPH0649756Y2 (en) Panels for concrete formwork
JPH09235801A (en) Beam erect construction method of block laying structure
JP7364267B2 (en) wooden building structure
RU2794487C1 (en) Method of construction of frame structures
JP2003239401A (en) Joint device of building component, framework structure of building and framework construction method
JP7105344B1 (en) Wall structure of wooden building, wooden building and construction method thereof
JP7270797B1 (en) ceiling structure
JP7143205B2 (en) Seismic reinforcement wall structure
DE1784090A1 (en) Process for erecting buildings from prefabricated prismatic composite bodies and their transport
KR200415136Y1 (en) block Assembly for architecture
JP6410367B2 (en) Reinforcing brackets for wooden buildings
DE2423215A1 (en) REINFORCED CONCRETE PREFABRICATED BASE FLOOR ELEMENT FOR BUILDINGS
JP5362893B2 (en) Unit building
JP3163468B2 (en) Dwelling
JP2024024423A (en) Load bearing wall panel connection structure