JPS621951A - Building housing comprising steel bar and building constructed by using the same - Google Patents

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 （産業上の利用分野） この発明は、鉄筋からなる建築用架構および鉄筋からな
る建築用架構を使用してなる建築物に関する。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to an architectural frame made of reinforcing bars and a building using an architectural frame made of reinforcing bars.

（従来の技術） 一般に、畜舎や倉庫あるいは、格納庫等広いスペースを
必要とする建築物は、耐久性があってしかも建築が比較
的短期間でできることから、Ｈ形断面や山形断面の軽量
形材を使用する軽量鉄骨構造によって構築されているも
のが多い。(Prior art) In general, buildings that require large spaces such as livestock barns, warehouses, and hangars are constructed using lightweight structures with H-shaped or chevron-shaped cross sections because they are durable and can be constructed in a relatively short period of time. Many are constructed using lightweight steel structures.

（発明が解決しようとする問題点） しかし、軽量鉄骨構造によると、断面形状の異なる何種
類もの軽量形材の他に接合ボルトや接合プレー１へ等多
くの部品を必要とするため運搬、管理および組立て等の
各種作業が著しく煩雑化し、ひいては工期が長びき工事
費が割高になるという欠点があった。(Problem to be solved by the invention) However, according to the lightweight steel structure, many parts such as connecting bolts and connecting plates 1 are required in addition to many types of lightweight shapes with different cross-sectional shapes, which are transported and managed. Moreover, various works such as assembly become extremely complicated, and the construction period becomes longer and the construction cost becomes relatively high.

また、最近の畜舎や倉庫等の建築物には、壁体の中や天
井裏を利用して空調設備を設けたり、あるいは壁体の中
や天井裏に断熱材を充てんすることによって断熱効果を
高めたものがある。この種の建築物の骨組を軽量鉄骨構
造によって構築すると、軽量形材の形成上、壁体の中や
天井裏に充分な空間を確保することができないため、必
要な空調用ダクトを設置することができなかったり、あ
るいは断熱材を充分に充てんできない場合が多々あった
。In addition, recent buildings such as livestock sheds and warehouses have been installed with air conditioning equipment inside the walls or in the ceiling, or by filling insulation inside the walls or in the ceiling. There are things that are elevated. If the frame of this type of building is constructed using a lightweight steel structure, it will not be possible to secure sufficient space inside the walls or under the ceiling due to the lightweight shape of the building, so it will be necessary to install the necessary air conditioning ducts. In many cases, it was not possible to do so, or it was not possible to fill in sufficient insulation material.

この発明は、前記従来の問題点を解消するために提案さ
れたもので、建築物全体の大幅な軽量化、建築資材の運
搬、管理並びに組立て作業の簡素化、工期の短縮化、工
事費の低減化、並びに断熱工事や空調設備工事の容易化
が図れ、さらに強度的にもきわめてすぐれた鉄筋からな
る建築用架構および鉄筋からなる建築用架構を使用して
なる建築物を提供することを目的とする。This invention was proposed to solve the above-mentioned conventional problems, and it significantly reduces the weight of the entire building, simplifies the transportation, management and assembly of building materials, shortens the construction period, and reduces construction costs. The purpose is to provide an architectural frame made of reinforcing bars and a building using an architectural frame made of reinforcing bars, which can reduce the amount of electricity used, and facilitate insulation work and air conditioning equipment work, and which is also extremely strong. shall be.

（問題点を解決するための手段） この出願に係る第」−発明は、建築用架構の梁材および
柱材はトラス構造にするとともにこの梁材の上下水平材
および柱材の左右垂直材は、複数本の鉄筋を抱合せるこ
とによって形成し、さらに梁材および柱材の斜材は鉄筋
を波形に変形して複数部分を連続形成してなることを特
徴とする。(Means for Solving the Problems) In the invention according to this application, the beams and columns of an architectural frame are made into a truss structure, and the top and bottom horizontal members of the beams and the left and right vertical members of the columns are It is characterized in that it is formed by combining a plurality of reinforcing bars, and that the diagonal members of the beam members and column members are formed by continuously forming a plurality of parts by deforming the reinforcing bars into a corrugated shape.

また第２発明は、建築用架構をその前後方向に所定間隔
おきに建付け、この建築用架構の前後梁材間および前後
柱材間に複数本の水平材を架設し、この水平材と前記梁
材および柱材間に座屈防止部材を斜めにそれぞれ架設し
、かつ梁材および柱材は１−ラス構造にするとともにこ
の梁材の上下水平材および柱材の左右垂直材は複数本の
鉄筋を抱合せることによって形成し、さらに梁材および
柱材の斜材は鉄筋を波形に変形して複数部分を連続形成
してなることを特徴とする。Further, the second invention is to erect an architectural frame at predetermined intervals in the front and back direction, and to erect a plurality of horizontal members between the front and rear beams and between the front and rear columns of the architectural frame, and to connect the horizontal members and the Buckling prevention members are installed diagonally between the beams and columns, and the beams and columns have a one-lath structure, and the upper and lower horizontal members of the beams and the left and right vertical members of the columns have multiple It is characterized in that it is formed by joining reinforcing bars, and that the diagonal members of the beams and columns are formed by continuously forming a plurality of parts by deforming the reinforcing bars into a corrugated shape.

さらに、第３発明は、建築用架構をその前後方向に所定
間隔おきに建付けるとともにその室外側と室内側に外装
材と内装材をそれぞれ取付け、かつ前記建築用架構の梁
材および柱材はトラス構造とするとともに前記梁材の上
下水平材および前記柱材の左右垂直材は、複数本の鉄筋
を抱合せることによって形成し、さらに梁材および柱材
の斜材は鉄筋を波形に変形し、複数部分を連続形成して
なることを特徴とする。Furthermore, a third aspect of the present invention is to erect an architectural frame at predetermined intervals in the front-rear direction, and to attach exterior materials and interior materials to the outdoor side and the indoor side, respectively, and the beam materials and column materials of the architectural frame are In addition to forming a truss structure, the upper and lower horizontal members of the beam members and the left and right vertical members of the column members are formed by joining multiple reinforcing bars, and the diagonal members of the beam members and the column members are formed by deforming the reinforcing bars into wave shapes. , is characterized in that it is formed by continuously forming a plurality of parts.

（実　施　例） 以下、この発明を図示する一実施例によって説明すると
、この発明に係る鉄筋からなる建築用架構１は、左右柱
材２，２と左右梁材３，３とから構成されている。(Embodiment) The present invention will be explained below with reference to an illustrated embodiment. An architectural frame 1 made of reinforcing bars according to the present invention is composed of left and right columns 2, 2 and left and right beams 3, 3. There is.

左右柱材２は、トラス柱として構成され（第１１゜１２
．１．３図参照）、その左右垂直材８，８は、少なくと
も２本の丸、鋼または異径鉄筋の鉄筋５，５を平行に抱
合せることによって形成され、斜材６は、丸鋼または異
径鉄筋を波形状に曲げることによって複数部分が連続し
て形成されている。また、斜材６はその各折曲部を左右
垂直材４，４の鉄筋５゜５間に溶接することによって左
右垂直材４，４に連結されている。The left and right columns 2 are configured as truss columns (11th, 12th
．． 1.3), the left and right vertical members 8, 8 are formed by joining at least two round, steel or different diameter reinforcing bars 5, 5 in parallel, and the diagonal members 6 are made of round steel or different diameter reinforcing bars. Multiple parts are continuously formed by bending different diameter reinforcing bars into a wave shape. Further, the diagonal member 6 is connected to the left and right vertical members 4, 4 by welding its bent portions between the reinforcing bars 5.5 of the left and right vertical members 4, 4.

左右柱材２の上端部は、梁材３側にやや上向きに曲げら
れ、その先端部に梁材３を接合するための接合プレート
７が取付けられている。The upper ends of the left and right pillars 2 are bent slightly upward toward the beams 3, and a joining plate 7 for joining the beams 3 is attached to the tips thereof.

接合プレート７は左右垂直材８，８の鉄筋５゜５間に溶
接されている。The joint plate 7 is welded between the reinforcing bars 5.5 of the left and right vertical members 8,8.

また、左右柱材２の下端部は左右垂直材８，８のうち、
室内側垂直材８を柱材の内方に斜めに折り曲げることに
よって先細に形成されている。In addition, the lower ends of the left and right columns 2 are made of the left and right vertical members 8, 8.
It is formed into a tapered shape by bending the indoor vertical member 8 obliquely inward of the column member.

さらに、左右柱材２の下端部には補強プレート９が取付
けられ、柱材２の足元が補強されている。Further, a reinforcing plate 9 is attached to the lower end portions of the left and right columns 2 to reinforce the feet of the columns 2.

補強プレート９は左右鉄筋５，５間に溶接されている。The reinforcing plate 9 is welded between the left and right reinforcing bars 5, 5.

このように構成された左右柱材２，２はコンクリート基
礎１．０．１．０のうえに建（−１けられ、アンカーボ
ルト１１．．１１によって固定されている。The left and right columns 2, 2 configured in this manner are erected on a concrete foundation 1.0.1.0 and fixed by anchor bolts 11..11.

左右梁材３はトラス梁として構成され（第４図〜第９図
参照）、その上下水平材１２．１２は、柱材２と同様に
少なくとも２本の丸鋼または異径鉄筋の鉄筋５，５を平
行に抱合せることによって形成され、斜材６は丸鋼また
は異径鉄筋を波形状に折り曲げることによって複数部分
が連続して形成されている。また、斜材６は、その各コ
ーナ部を上下水平材１２．１２の左右鉄筋５，５間に溶
接することによって上下水平材１２．１２に連結されて
いる。The left and right beam members 3 are configured as truss beams (see Figs. 4 to 9), and the upper and lower horizontal members 12, 12 thereof, like the column members 2, are made of at least two reinforcing bars 5, made of round steel or reinforcing bars of different diameters. 5 are joined in parallel, and the diagonal member 6 is continuously formed into a plurality of parts by bending round steel or different diameter reinforcing bars into a wave shape. Further, the diagonal member 6 is connected to the upper and lower horizontal members 12.12 by welding its respective corner portions between the left and right reinforcing bars 5, 5 of the upper and lower horizontal members 12.12.

さらに、左右梁材３の両端部には、接合プレー１〜Ｉ３
と１４がそれぞれ取付けられている。Furthermore, joint plays 1 to I3 are provided at both ends of the left and right beam members 3.
and 14 are installed respectively.

接合プレー１−１３および１４は上下水平材１２．１２
の鉄筋５，５間に溶接されている。Joining plays 1-13 and 14 are upper and lower horizontal members 12.12
It is welded between reinforcing bars 5 and 5.

そして、左右梁材３，３は左右柱材２，２間に所定の勾
配を付けて山形に架設され、その内側端部は、双方の接
合プレート１３，１．３を重ねるとともに接合ボルト１
５，１．５でボルト止めすることによって接合され、外
側端部は接合プレート１４と接合プレート７とを重ね゛
、接合ボルト１５．１５でボルト止めすることによって
左右柱材２，２に接合され、全体が三角形の山形状に構
成されている。The left and right beam members 3, 3 are constructed in a chevron shape with a predetermined slope between the left and right pillar members 2, 2, and the inner ends thereof overlap the joint plates 13, 1.3 of both sides and connect the joint bolts 1.
5, 1.5, and the outer ends are joined to the left and right columns 2, 2 by overlapping the joining plate 14 and the joining plate 7, and bolting them with the joining bolts 15.15. The entire structure is shaped like a triangular mountain.

なお、左右梁材３，３のスパンが大きい場合には、必要
に応じて、左右梁材３，３の接合部あるいは左右梁材３
，３にその長手方向に所定間隔おきに支柱１６を建付け
ることによって建築用架構１の中央部あるいは全体が支
持されている（第２図参照）。また、梁材３，３はアー
チ形状にしてもよい。In addition, if the span of the left and right beams 3, 3 is large, the joint part of the left and right beams 3, 3 or the left and right beams 3 may be
, 3 at predetermined intervals in the longitudinal direction to support the central portion or the entirety of the architectural frame 1 (see FIG. 2). Moreover, the beam members 3, 3 may be formed into an arch shape.

第１４図は柱材２の変形例を示したものである。FIG. 14 shows a modification of the pillar material 2.

さらに、建築用架構１は、柱材２および梁材３の接合部
および左右柱材２，２の柱脚部を完全な剛接合とするこ
とによって純チーメン架構あるいはアーチ架構としても
よく、あるいは左右梁材３゜３間の接合部および左右柱
材２，２の柱脚部をピン接合とすることにより３ヒンジ
ラーメ架構あるいは３ヒンジアーチ架構としてもよい。Furthermore, the architectural frame 1 may be a pure Qimen frame or an arch frame by completely rigidly connecting the joints between the columns 2 and the beams 3 and the column bases of the left and right columns 2, 2, or A three-hinge lame frame structure or a three-hinge arch frame may be formed by pin-joining the joint between the beam members 3.3 and the column bases of the left and right column members 2, 2.

又柱材および梁材の各部材間の接合はプレーｉ−とボル
トによる接合に限られるものではなく、継手カプラーに
よる接合も可能である。Further, the connection between each member of the column material and the beam material is not limited to the connection using the plate I- and the bolt, but also the connection using a joint coupler.

このように構成された建築用架構１はその前後方向に一
定間隔おきに建付けられている。そして、前後建築用架
構１，１は双方の柱材２，２問および梁材３，３間にプ
レース１７．１７を架設することによって緊結されてい
る（第２図、第１３図参照）。The architectural frames 1 constructed in this way are erected at regular intervals in the front and back direction. The front and rear architectural frames 1, 1 are tightly connected by constructing places 17, 17 between the pillars 2, 2 and the beams 3, 3 (see FIGS. 2 and 13).

前後建築用架構１，１において、左右柱材２゜２の室外
側と室内側には木材等からなる水平部材（胴１）１８．
１８が左右柱材２の上下方向に一定間隔おきに架設され
ている。この場合、室外側の水平部材１８と室内側の水
平部材Ｉ８は左右に重ならないように、段違いに架設さ
れている（第１１図参照）。In the front and rear architectural frames 1, 1, horizontal members (body 1) 18 made of wood or the like are provided on the outdoor side and the indoor side of the left and right columns 2゜2.
18 are installed at regular intervals in the vertical direction of the left and right pillars 2. In this case, the horizontal member 18 on the outdoor side and the horizontal member I8 on the indoor side are installed at different levels so that they do not overlap laterally (see FIG. 11).

また、左右梁材３，３の屋根側と天井側には木材等から
なる水平部材（母屋）１９と水平部材（胴縁）１８が梁
材３の長手方向に一定間隔おきに架設されている。この
場合、胴縁１８と母屋１９は上下に重ならないように横
方向にずらして架設されている（第８図参照）。Furthermore, horizontal members (purlins) 19 and horizontal members (frames) 18 made of wood or the like are installed at regular intervals in the longitudinal direction of the beams 3 on the roof and ceiling sides of the left and right beams 3, 3. . In this case, the furring 18 and the main house 19 are constructed so as to be shifted laterally so that they do not overlap vertically (see FIG. 8).

柱材２の室外側および室内側の胴縁１８は柱材２の室外
側および室内側の垂直部材８，８に取付ボルト２０によ
ってそれぞれボルト止めされ（第１１図参照）、梁材３
の胴縁１８および母屋１９は梁材３の屋根側および天井
側の水平材１２に取付ボルト２０によってそれぞれボル
ト止めされている（第８図参照）。The outdoor and indoor side edges 18 of the column 2 are bolted to the vertical members 8, 8 on the outdoor and indoor sides of the column 2, respectively, with mounting bolts 20 (see FIG. 11), and the beam 3
The rim 18 and purlin 19 of the beam 3 are bolted to the horizontal members 12 on the roof side and the ceiling side of the beam 3, respectively, with mounting bolts 20 (see FIG. 8).

さらに、柱材２の室外側および室内側の胴縁１８゜１８
と柱材２の室内側および室外側の垂直材８，８間にはタ
イボルト等からなる座屈防止部材２１．２１が垂直材８
の両側に斜めに架設されている（第１２図参照）。Furthermore, the outdoor side and indoor side edges 18°18 of the pillar material 2
A buckling prevention member 21, 21 made of a tie bolt or the like is installed between the vertical members 8, 8 on the indoor side and the outdoor side of the column 2.
(See Figure 12).

また、梁材３の天井側の水平材１２と胴縁１８問および
梁材３の屋根側の水平材１２と母屋１９間にもタイボル
ト等からなる座屈防止部材２１．２１が水平材１２の両
側に斜めに架設されている（第８図参照）。In addition, buckling prevention members 21 and 21 made of tie bolts etc. are also installed between the horizontal members 12 on the ceiling side of the beam members 3 and the rim 18, and between the horizontal members 12 on the roof side of the beam members 3 and the main building 19. It is installed diagonally on both sides (see Figure 8).

なお、座屈防止部材２１．２１の両端は胴縁１８、母屋
１９、垂直材８および水平材１２にそれぞれボルト止め
されている。Note that both ends of the buckling prevention member 21.21 are bolted to the furrow 18, the purlin 19, the vertical member 8, and the horizontal member 12, respectively.

かような構成の結果、壁部分および屋根部分は、しない
構成になっている。なお、座屈防止部材２１゜２１の取
付は方として火打梁のように取付けることもできる（第
１０図参照）。As a result of such a configuration, the wall and roof portions are not configured. The anti-buckling member 21.degree. 21 can alternatively be attached like a flint beam (see FIG. 10).

左右柱材２，２の室外側と室内側には外壁材２２と内壁
材２３が取付けられ、かつ左右梁材３，３の屋根側と天
井側には屋根材２４と天井材２５がそれぞれ取付けられ
ている。外装材２２、内装材２３、屋根材２４および天
井材２５の内側には断熱材が所定厚さに施されている。An outer wall material 22 and an inner wall material 23 are attached to the outdoor and indoor sides of the left and right pillar materials 2, 2, and a roof material 24 and a ceiling material 25 are attached to the roof and ceiling sides of the left and right beam members 3, 3, respectively. It is being A heat insulating material is applied to a predetermined thickness inside the exterior material 22, interior material 23, roof material 24, and ceiling material 25.

外壁材２２、内壁材２３、屋根材２４並びに天井材２５
は、胴縁１８および母屋１９に釘止めする。External wall material 22, internal wall material 23, roof material 24, and ceiling material 25
are nailed to the furring 18 and the purlin 19.

なお、天井材２５は左右梁材３，３より吊りボルト等の
天井吊り部材２６を垂設し、これに取付けてもよい（第
１５図参照）。Note that the ceiling material 25 may be attached to a ceiling hanging member 26 such as a hanging bolt, which is hung from the left and right beam members 3, 3 (see FIG. 15).

また、必要に応じて、外壁材２２と内壁材２３間の空間
部４および屋根材２４と天井材２５間の空間部４には空
調用ダクトが設置されたり、断熱材が充てんされている
。Further, as necessary, the space 4 between the outer wall material 22 and the inner wall material 23 and the space 4 between the roof material 24 and the ceiling material 25 are installed with an air conditioning duct or filled with a heat insulating material.

（発明の効果） この発明は、以上の構成からなるので以下の効果を有す
る。。(Effects of the Invention) Since the present invention has the above configuration, it has the following effects. .

■　建築用架構の柱材および梁材はすべて鉄筋によって
構成されているので、電気抵抗溶接等の溶接による組立
てができ、しかも斜材は、一本の鉄筋を波形状に曲げる
ことにより複数部分が連続して形成できるので、組立作
業がきわめて簡単で量産化が図れる。■ The columns and beams of architectural frames are all made of reinforcing bars, so they can be assembled by welding such as electric resistance welding, and diagonal members can be assembled into multiple sections by bending a single reinforcing bar into a wave shape. Since it can be formed continuously, assembly work is extremely simple and mass production can be achieved.

また、嵩張らず軽量化が図れるため運搬、管理等に際し
、取扱いがきわめて容易である。In addition, since it is not bulky and lightweight, it is extremely easy to handle when transporting, managing, etc.

■　また、柱材の垂直材および梁材の水平材は、複数本
の鉄筋を平行に抱合せることによって組立てられている
ので、強度的にもすぐれ、しかも必要に応じて本数を増
やすことにより強度を自由に変更できるので構造設計が
きわめて容易である。■ In addition, the vertical members of the columns and the horizontal members of the beams are assembled by joining multiple reinforcing bars in parallel, so they have excellent strength, and if necessary, the number of reinforcing bars can be increased. can be changed freely, making structural design extremely easy.

■　また、継手ポル１〜や継手プレート等、部材間の継
手金具やプレース等は一種類だけでよいので、継手部の
簡素化が図れる。したがって、組立作業の簡素化、ひい
ては工期の短縮化並びに工事−ｌ− が立体トラス構造として組立てられているので、構造強
度もきわめて高い。しかもその構成部材はすべて在来の
ものを使用しがっ特別な継手金具は一切使用していない
ので、組立てもきわめて簡単にできる。(2) In addition, since only one type of joint fittings or places between members such as the joint port 1~ and the joint plate are required, the joint portion can be simplified. Therefore, the assembly work is simplified, the construction period is shortened, and since the construction work is assembled as a three-dimensional truss structure, the structural strength is extremely high. Moreover, since all its constituent members are conventional ones and no special fittings are used, assembly is extremely simple.

■　壁厚、屋根部の割には、鉄筋の断面形状上、壁体の
中および天井裏に充分な空間を確保することができるた
めこれらの部分に所望径の空調用ダクトを容易に設置す
ることができ、空調設備工事がしやすい。さらに、必要
量の断熱材をすみずみまで充てんすることができるので
断熱工事もしやすい。■ Given the wall thickness and roof area, sufficient space can be secured inside the walls and in the ceiling due to the cross-sectional shape of the reinforcing bars, making it easy to install air conditioning ducts of the desired diameter in these areas. This makes it easy to install air conditioning equipment. Furthermore, the required amount of insulation material can be filled into every corner, making insulation work easier.

■　なお、実施例において、外装材、内装材、屋根材お
よび天井材の内側には断熱材が施されているので空調ダ
クト等のため、断熱材を充分に充てんできない場合でも
、断熱効果を充分高めることができる。■ In addition, in the example, insulation material is applied inside the exterior material, interior material, roof material, and ceiling material, so even if it is not possible to fill in enough insulation material due to air conditioning ducts, etc., the insulation effect can be maintained sufficiently. can be increased.

さらに、充てん断熱材と併用することにより断熱効果を
倍増せしめることができる。Furthermore, the insulation effect can be doubled by using it in combination with a filled insulation material.

【図面の簡単な説明】[Brief explanation of the drawing]

第１図〜第１３図は、この発明の一実施例を示したもの
で、第１図、第２図は建築用架構の正面図、第３図は屋
根部の伏図、第４図は建築用架構の棟部拡大図、第５図
は柱材と梁材間の接合部の拡大図、第６図、第７図は第
５図におけるＡ−Ａ線、Ｂ−Ｂ線拡大側面図、第８図は
梁材の一部拡大正面図、第９図は第８図におけるＣ−Ｃ
線断面図、第１０図は座屈防止部材の他の取付方法を示
す斜視図、第１１図は柱材の一部拡大正面図、第１２図
は第１１図におけるＤ−Ｄ線断面図、第１３図は柱脚部
の拡大側面図、第１４図は柱材の変形例を示す斜視図、
第１５図は建築用架構を使用してなる建築物の一部斜視
図である。 １・・・建築用架構、　　　２・・・柱　材、３・・・
梁　材、　　　　　４・・・垂直材、５・・・鉄　筋、
　　　　　６・・・斜　材、７・・・接合プレート、　
　８・・・垂直材、９・・・補強プレート、　　１０・
・・コンクリート基礎、１１・・・アンカーボルト、　
１２・・・上下水平材、１．３．１４・・・接合プレー
ト、１５・・・接合ボルト、１６・・・支　柱、　　　
　　１７・・・プレース、１８・・・胴　縁、　　　　
　】９・・・母　屋、２０・・・取付ボルト、　　　２
１・・・座屈防止部材、２２・・・外壁材、　　　　　
２３・・・内壁材、２４・・屋根材、　　　　　２５・
・・天井材、２６・・・吊りボルト。 第１２図 恰　１つ　Ｍ ！１１　　図 ′［−１ ［）　　　　　　　　　　　　　　　　　　　Ｄ．１８
ノ ２０　　　　２１　　　　　ｓ ンシ　　　ＩＪ　　ンソFigures 1 to 13 show an embodiment of the present invention. Figures 1 and 2 are front views of the building frame, Figure 3 is a plan view of the roof, and Figure 4 is a Figure 5 is an enlarged view of the ridge of the architectural frame; Figure 5 is an enlarged view of the joint between the column and beam; Figures 6 and 7 are enlarged side views taken along lines A-A and B-B in Figure 5. , Figure 8 is a partially enlarged front view of the beam, Figure 9 is C-C in Figure 8.
A line sectional view, FIG. 10 is a perspective view showing another method of attaching the buckling prevention member, FIG. 11 is a partially enlarged front view of the pillar material, FIG. 12 is a sectional view taken along the line D-D in FIG. 11, FIG. 13 is an enlarged side view of the column base, FIG. 14 is a perspective view showing a modified example of the column material,
FIG. 15 is a partial perspective view of a building using an architectural frame. 1... Architectural frame, 2... Pillar material, 3...
Beam material, 4... Vertical material, 5... Rebar,
6... Diagonal material, 7... Joining plate,
8... Vertical member, 9... Reinforcement plate, 10.
...Concrete foundation, 11...Anchor bolt,
12... Upper and lower horizontal members, 1.3.14... Connection plate, 15... Connection bolt, 16... Support column,
17...Place, 18...Body rim,
]9... Purlin, 20... Mounting bolt, 2
1... Buckling prevention member, 22... External wall material,
23...Inner wall material, 24...Roofing material, 25.
...Ceiling material, 26...hanging bolt. Figure 12 One M! 11 Figure'[-1 [) D. 18
ノ20 21 s IJ Nso

Claims (1)

【特許請求の範囲】 １、梁材および柱材をトラス構造とするとともに梁材の
上下水平材および柱材の左右垂直材を複数本の鉄筋を抱
合せて形成し、かつ梁材および柱材の斜材を鉄筋を波形
に変形せしめることにより複数部分を連続して形成して
なることを特徴とする建築用架構。 ２、建築用架構をその前後方向に所定間隔おきに建付け
、この建築用架構の前後梁材間および前後柱材間に複数
本の水平材を架設し、この水平材と前記梁材および柱材
間に座屈防止部材を斜めにそれぞれ架設し、かつ梁材お
よび柱材はトラス構造にするとともにこの梁材の上下水
平材および柱材の左右垂直材は、複数本の鉄筋を抱合せ
ることによって形成し、さらに梁材および柱材の斜材は
鉄筋を波形に変形して複数部分を連続形成してなること
を特徴とする建築用架構を使用してなる建築物。 ３、建築用架構をその前後方向に所定間隔おきに建付け
るとともにその室外側と室内側に外装材と内装材をそれ
ぞれ取付け、かつ前記建築用架構の梁材および柱材はト
ラス構造とするとともに、前記梁材の上下水平材および
前記柱材の左右垂直材は、複数本の鉄筋を抱合せること
によって形成し、さらに梁材および柱材の斜材は鉄筋を
波形に変形し、複数部分を連続形成してなることを特徴
とする建築用架構を使用してなる建築物。[Claims] 1. The beams and columns have a truss structure, and the upper and lower horizontal members of the beams and the left and right vertical members of the columns are formed by joining a plurality of reinforcing bars, and the beams and columns have a truss structure. An architectural frame characterized in that diagonal members are formed by continuously forming a plurality of parts by deforming reinforcing bars into a corrugated shape. 2. An architectural frame is erected at predetermined intervals in the front and back direction, and a plurality of horizontal members are erected between the front and rear beams and between the front and rear columns of this architectural frame, and the horizontal members, the beams, and columns are connected to each other. Buckling prevention members are installed diagonally between the members, and the beams and columns have a truss structure, and the upper and lower horizontal members of the beams and the left and right vertical members of the columns are joined by multiple reinforcing bars. 1. A building using an architectural frame, characterized in that the diagonal members of the beams and columns are formed by continuously forming a plurality of parts by deforming reinforcing bars into corrugated shapes. 3. Architectural frames are erected at predetermined intervals in the front and back direction, and exterior and interior materials are attached to the outdoor and indoor sides, respectively, and the beams and pillars of the architectural frames have a truss structure. The upper and lower horizontal members of the beam material and the left and right vertical members of the column material are formed by joining a plurality of reinforcing bars, and the diagonal members of the beam material and the column material are formed by deforming the reinforcing bars into corrugated shapes and forming multiple parts. A building using an architectural frame characterized by being formed continuously.