TWM633579U - formwork unit - Google Patents
formwork unit Download PDFInfo
- 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
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
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
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
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
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
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
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
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
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
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
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
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
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-
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
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
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
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)
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) |
-
2022
- 2022-04-06 TW TW111203421U patent/TWM633579U/en unknown
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 |