JPH08319674A - Simple multi-face building - Google Patents
Simple multi-face buildingInfo
- Publication number
- JPH08319674A JPH08319674A JP7162752A JP16275295A JPH08319674A JP H08319674 A JPH08319674 A JP H08319674A JP 7162752 A JP7162752 A JP 7162752A JP 16275295 A JP16275295 A JP 16275295A JP H08319674 A JPH08319674 A JP H08319674A
- Authority
- JP
- Japan
- Prior art keywords
- aggregate
- section
- plate
- hexagonal cross
- bolt
- Prior art date
- Legal status (The legal status 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 status listed.)
- Granted
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】本発明は、例えば災害または難民
救済用ハウス、作業現場用簡易建物、園芸用ハウス、バ
ンガロー、売店、露店、倉庫、物置、温室などに適用し
うる簡易多面建造物に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a simple multi-sided building applicable to, for example, a disaster or refugee relief house, a work site simple building, a horticultural house, a bungalow, a stand, a stall, a warehouse, a shed, a greenhouse. It is a thing.
【０００２】[0002]
【従来の技術】本出願人が先に開発した技術として、例
えば災害または難民救済用ハウス、作業現場用簡易建
物、園芸用ハウス、バンガロー、売店、露店、倉庫、物
置、温室、その他の簡易多面建造物に使用しうる断面五
角形状支柱１が存在する（特願平５−３５４７３８
号）。この断面五角形状支柱１は、図１１〜図１２に示
すように例えば鉄鋼製、アルミニューム製、合成樹脂製
などからなる所定の長さを有し、かつ５つの所定の角度
からなる頂角部を有する断面五角形の断面五角形状支柱
１であり、底部１ａの内面には、複数個のナット１ｂが
固設されており、かつ稜線１ｃに対して両側に傾斜上面
１ｄがそれぞれ形成されている。前記断面五角形の断面
五角形状支柱１は、相対向する前記傾斜上面１ｄの各一
端と中間面１ｅの各一端とが、それぞれ９０度の内角を
もって結ばれ、中間面１ｅの各他端と前記底部１ａの両
端とがそれぞれ所定の角度をもって結ばれ、形成されて
いる。2. Description of the Related Art Techniques previously developed by the applicant include, for example, disaster or refugee relief houses, worksite simple buildings, horticultural houses, bungalows, shops, stalls, warehouses, sheds, greenhouses, and other simple multifaceted structures. There is a pillar 1 having a pentagonal cross section that can be used for a building (Japanese Patent Application No. 5-354738).
issue). As shown in FIGS. 11 to 12, the support column 1 having a pentagonal cross section has a predetermined length made of, for example, steel, aluminum, synthetic resin, or the like, and an apex portion having five predetermined angles. Is a pentagonal cross-section pillar 1 having a pentagonal cross-section, and a plurality of nuts 1b are fixedly provided on the inner surface of the bottom portion 1a, and inclined upper surfaces 1d are formed on both sides of the ridgeline 1c. The pentagonal cross-section pillar 1 having the pentagonal cross-section has one end of the inclined upper surface 1d and one end of the intermediate surface 1e that face each other connected to each other with an internal angle of 90 degrees, and the other end of the intermediate surface 1e and the bottom portion. Both ends of 1a are connected to each other at a predetermined angle to be formed.
【０００３】一方、例えば鉄鋼製、アルミニューム製な
どからなる板状部材よりプレス成型にて一体形成した外
形がほぼ五角形状またはほぼ円形状にして、かつ傘形状
または台形状である接合プレート２が存在する。この接
合プレート２は、中央にほぼ五角形状の平坦部２ａを有
し、かつこの平坦部２ａの各辺２ｂより所定の角度に折
り曲げ形成され、各辺２ｂから断面五角形状支柱１の幅
寸法にほぼ対応した幅寸法を有する支柱取付け溝２ｃが
それぞれ形成されている。この支柱取付け溝２ｃには、
ボルト挿通孔３が穿設されている。前記各支柱取付け溝
２ｃ間には、三角状リブ２ｄが支柱位置決め用の凸状５
を介してそれぞれ突出形成されている。この三角状リブ
２ｄには、ボルト挿通孔６が穿設されている。On the other hand, a joining plate 2 having a substantially pentagonal or substantially circular outer shape integrally formed by press molding from a plate member made of, for example, steel or aluminum, and having an umbrella shape or a trapezoidal shape is used. Exists. The joint plate 2 has a substantially pentagonal flat portion 2a at the center, and is bent and formed at a predetermined angle from each side 2b of the flat portion 2a. Strut mounting grooves 2c having substantially corresponding width dimensions are formed respectively. In this strut mounting groove 2c,
Bolt insertion holes 3 are formed. Triangular ribs 2d are provided between the pillar mounting grooves 2c to form a protrusion 5 for positioning the pillar.
Are formed so as to protrude from each of them. A bolt insertion hole 6 is formed in the triangular rib 2d.
【０００４】前記接合プレート２を使用し、この接合プ
レート２の支柱取付け溝２ｃに、ボルト４と前記ナット
１ｂとによって前記断面五角形状支柱１を固定し、取り
付けることにより多面構造体を組み立てている。例え
ば、ほぼ三角形状の硬質平面状板体７を多面構造体にフ
ラット状態で固設する場合には、隣り合う各断面五角形
状支柱１の稜線１ｃに対して両側に傾斜上面１ｄ同士
に、ほぼフラット状態でそれぞれ固設させている。The multi-sided structure is assembled by using the joining plate 2 and fixing the pentagonal cross-section strut 1 with the bolt 4 and the nut 1b in the strut mounting groove 2c of the joining plate 2 and attaching it. . For example, in the case where a hard triangular plate 7 having a substantially triangular shape is fixed to a multi-sided structure in a flat state, substantially inclined upper surfaces 1d are formed on both sides of the ridgeline 1c of each adjacent pentagonal cross-section pillar 1. Each is fixed in a flat state.
【０００５】[0005]
【発明が解決しようとする課題】しかしながら、上記の
ように複数個の断面五角形状支柱で組み立て施工した簡
易多面建造物では、前記ほぼ三角形状の硬質平面状板体
７をフラット状態で固設する場合には、隣り合う各断面
五角形状支柱１の相対向する前記傾斜上面１ｄの各一端
と中間面１ｅの各一端とが結ばれるそれぞれの内角の角
度が、正確に９０度に加工しておかなければならず、従
って、精密な加工精度を必要とし、その加工が厄介とな
るものであった。また、前記ほぼ三角形状の硬質平面状
板体７を使用して、簡易多面建造物を組み立て施工する
に際しても、硬質平面状板体７の端部７ａを隣り合う各
断面五角形状支柱１の稜線１ｃにそれぞれ正確に合致さ
せなければならないなどの厄介さがあった。しかも、上
記のような複数個の断面五角形状支柱で組み立て施工
し、前記ほぼ三角形状の硬質平面状板体７を迅速にし
て、かつ確実にして容易に固設するようにした簡易多面
建造物については、開示されていないものである。However, in the simple multi-sided building constructed by assembling a plurality of pentagonal cross-section struts as described above, the hard triangular plate 7 having the substantially triangular shape is fixed in a flat state. In this case, the angles of the internal angles connecting the respective one ends of the inclined upper surfaces 1d and the one ends of the intermediate surfaces 1e, which face each other, of the adjacent pentagonal cross-section pillars 1 are processed to be exactly 90 degrees. Therefore, it requires a precise processing precision, and the processing is troublesome. Also, when assembling and constructing a simple multi-sided building using the hard triangular plate 7 having the substantially triangular shape, the end 7a of the hard flat plate 7 is adjacent to the ridge line of each pentagonal cross-section pillar 1. 1c had to be matched exactly, respectively. Moreover, a simple multi-faced structure constructed by assembling and constructing a plurality of pentagonal cross-section pillars as described above so that the hard triangular plate 7 having a substantially triangular shape can be fixed quickly and reliably and easily. Is not disclosed.
【０００６】[0006]
【課題を解決するための手段】本発明の簡易多面建造物
は、上記課題を解決すべくなされたものであり、中央に
ほぼ五角形状の平坦部を有し、かつこの平坦部の各辺よ
り所定の角度に折り曲げて形成し、各辺から断面六角形
状骨材の幅寸法にほぼ対応した幅寸法の骨材取付け溝を
それぞれ形成した外形が、ほぼ五角形状またはほぼ円形
状にして、かつ傘形状または台形状である骨材接合プレ
ートと、頂部と底部との長手方向に相対向して形成した
平面部に貫通孔をそれぞれ穿設し、前記頂部の平面部の
両側端に傾斜上面部を形成すると共に、所定の角度を有
する頂角部を相対向して形成し、前記底部の平面部の内
面に、第１のボルトの螺入によって前記骨材接合プレー
トに取り付けるためのボルト受部材を固設した所定の長
さを有する断面六角形状骨材と、この断面六角形状骨材
の頂部側から前記貫通孔に挿通させるボルト受部材を固
設した所定の幅および所定の長さを有する外側当板と、
前記断面六角形状骨材の底部側から前記貫通孔に挿通さ
せ、この断面六角形状骨材の頂部に固設したボルト受部
材の雌捩子に螺入させる第２のボルトと、前記外側当板
と前記断面六角形状骨材の傾斜上面部との間に介装させ
るパネルとを具備したことを特徴とする。The simple multi-sided building of the present invention has been made to solve the above-mentioned problems, and has a substantially pentagonal flat portion in the center, and each side of the flat portion Formed by bending at a predetermined angle, and each side having an aggregate mounting groove with a width dimension that roughly corresponds to the width dimension of the aggregate with a hexagonal cross-section, has an almost pentagonal or circular shape, and has an umbrella shape. A through-hole is formed in each flat portion formed in the shape of a trapezoidal aggregate plate and the top portion and the bottom portion of the top portion and the bottom portion facing each other in the longitudinal direction. Along with the formation, the apex portions having a predetermined angle are formed to face each other, and a bolt receiving member for attaching to the aggregate joining plate by screwing the first bolt is formed on the inner surface of the flat portion of the bottom portion. A fixed cross section with a predetermined length The shape aggregate, and an outer contact plate having a predetermined width and a predetermined length which is fixed a bolt receiving member to be inserted into the through hole from the top side of the hexagonal cross aggregate,
A second bolt that is inserted into the through hole from the bottom side of the hexagonal section aggregate and screwed into a female screw of a bolt receiving member that is fixed to the top of the hexagonal section aggregate, and the outer contact plate. And a panel to be interposed between the inclined upper surface portion of the aggregate having a hexagonal cross section.
【０００７】また、中央にほぼ五角形状の平坦部を有
し、かつこの平坦部の各辺より所定の角度に折り曲げて
形成し、各辺から断面六角形状骨材の幅寸法にほぼ対応
した幅寸法の骨材取付け溝をそれぞれ形成した外形が、
ほぼ五角形状またはほぼ円形状にして、かつ傘形状また
は台形状である骨材接合プレートと、頂部と底部との長
手方向に相対向して形成した平面部に貫通孔をそれぞれ
穿設し、前記頂部の平面部の両側端に傾斜上面部を形成
すると共に、所定の角度を有する頂角部を相対向して形
成し、前記底部の平面部の内面に、第１のボルトの螺入
によって前記骨材接合プレートに取り付けるためのボル
ト受部材を固設した所定の長さを有する断面六角形状骨
材と、この断面六角形状骨材の頂部側から前記貫通孔に
挿通させるボルト受部材を固設した所定の幅および所定
の長さを有する外側当板と、前記断面六角形状骨材の底
部側から前記貫通孔に挿通させ、この断面六角形状骨材
の頂部に固設したボルト受部材の雌捩子に螺入させる第
２のボルトと、前記断面六角形状骨材の底部側から貫通
孔に挿通させる前記第２のボルトを挿通させる貫通孔を
穿設した所定の幅および所定の長さを有する内側当板
と、前記外側当板と前記内側当板との間に介装させるパ
ネルとを具備したことを特徴とする。Further, a flat portion having a substantially pentagonal shape is formed in the center, and the flat portion is formed by bending it from each side at a predetermined angle, and the width from each side substantially corresponds to the width dimension of the hexagonal aggregate. The outer shape with the aggregate mounting groove of each dimension is
Aggregate bonding plate having a substantially pentagonal shape or a substantially circular shape, and having an umbrella shape or a trapezoidal shape, and a through hole is formed in each of flat surfaces formed opposite to each other in the longitudinal direction of the top portion and the bottom portion, Sloping upper surface portions are formed at both ends of the flat surface portion of the top portion, and vertical corner portions having a predetermined angle are formed to face each other, and the first bolt is screwed into the inner surface of the flat surface portion of the bottom portion. A hexagonal cross-section aggregate having a predetermined length, in which a bolt receiving member for fixing to the aggregate joining plate is fixed, and a bolt receiving member that is inserted into the through hole from the top side of the hexagonal cross-section aggregate are fixed. And an outer contact plate having a predetermined width and a predetermined length, and a female bolt receiving member that is inserted into the through hole from the bottom side of the hexagonal cross-section aggregate and is fixed to the top of the hexagonal cross-section aggregate. The second bolt to be screwed into the screw and the front An inner contact plate having a predetermined width and a predetermined length in which a through hole for inserting the second bolt to be inserted from the bottom side of the hexagonal section aggregate is inserted, the outer contact plate and the inner side. It is characterized by comprising a panel interposed between the plate and the contact plate.
【０００８】また、簡易多面建造物において、前記骨材
接合プレートと断面六角形状骨材との組み合わせによっ
て、五角形の梁部と五角形の土台部とを形成し、さらに
前記梁部の骨材接合プレートと頂部の骨材接合プレート
との間に、断面六角形状骨材を取り付けて、複数個の三
角形による屋根部を形成し、さらに前記粱部の骨材接合
プレートと土台部の骨材接合プレートとの間に、前記断
面六角形状骨材を取り付けて、複数個の三角形を上下交
互に組み合わせた壁面部を形成し、前記土台部の各断面
六角形状骨材間に、複数個のフレームを放射状に取り付
けて、複数個の三角形を形成し、これら各三角形にほぼ
三角形状のパネルをそれぞれ取り付けるようにしたこと
を特徴とする。Further, in a simple multi-sided building, a pentagonal beam portion and a pentagonal base portion are formed by combining the aggregate-bonding plate and the hexagonal-section aggregate, and the aggregate-bonding plate of the beam portion is further formed. Between the top and the aggregate-bonding plate of the top, a hexagonal cross-section aggregate is attached to form a roof part having a plurality of triangles, and further, the aggregate-bonding plate of the grout and the aggregate-bonding plate of the base part. In between, the hexagonal cross-section aggregate is attached to form a wall surface part in which a plurality of triangles are alternately combined vertically, and a plurality of frames are radially arranged between the hexagonal cross-section aggregates of the base part. It is characterized in that a plurality of triangles are attached to each other to form a plurality of triangles, and each of the triangles is attached with a substantially triangular panel.
【０００９】また、前記外側当板に固設したボルト受部
材を、タカナットまたは袋ナットとしたことを特徴とす
る。また、前記断面六角形状骨材の底部の平面部の内面
に固設したボルト受部材を、タカナットとしたことを特
徴とする。Further, the bolt receiving member fixed to the outer contact plate is a taka nut or a cap nut. Further, the bolt receiving member fixed to the inner surface of the flat surface of the bottom of the hexagonal cross-section aggregate is a Taka nut.
【００１０】[0010]
【実施例】図１は、本発明の簡易多面建造物の好適な一
実施例を示す外観斜視図であり、図２は、パネルを取り
付ける前の簡易多面建造物の好適な一実施例を示す斜視
図である。図３は、本発明の簡易多面建造物に使用され
る断面六角形状骨材の一実施例を示す斜視図である。図
４は、本発明の簡易多面建造物の部分平面図、図５は、
同簡易多面建造物の要部を示す概略部分平面図、図６
は、同簡易多面建造物の屋根部における断面六角形状骨
材の取付け状態を示す概略部分側面図である。図７は、
同簡易多面建造物のパネル取付け構造の一実施例を示す
断面図であり、図８は、同部分平面図である。図９は、
同骨材接合プレートと断面六角形状骨材との取り付け状
態を、簡易多面建造物の裏面側から視して示す斜視図で
ある。図１０は、同簡易多面建造物の床面部を示す平面
図である。1 is an external perspective view showing a preferred embodiment of a simple multi-sided building of the present invention, and FIG. 2 shows a preferred embodiment of a simple multi-sided building before mounting a panel. It is a perspective view. FIG. 3 is a perspective view showing an embodiment of an aggregate having a hexagonal cross-section used for the simple multi-faceted building of the present invention. FIG. 4 is a partial plan view of the simple multi-sided building of the present invention, and FIG.
FIG. 6 is a schematic partial plan view showing the main part of the same multi-sided building.
[Fig. 6] is a schematic partial side view showing how a hexagonal cross-section aggregate is attached to a roof portion of the same multi-sided building. FIG.
It is sectional drawing which shows one Example of the panel mounting structure of the same simple multi-sided building, and FIG. 8 is a partial plan view of the same. FIG.
It is a perspective view which shows the attachment state of the aggregate bonding plate and the hexagon-shaped cross-section aggregate from the back side of the simple multi-sided building. FIG. 10: is a top view which shows the floor part of the same simple multi-sided building.
【００１１】本発明の簡易多面建造物の好適な一実施例
は、各図に示すように、次の要素から構成されている。
図中１０は、例えば金属製の板状部材よりプレス成形に
て一体形成した、外形がほぼ五角形状またはほぼ円形状
にして、かつ傘形状または台形状である骨材接合プレー
トである。この骨材接合プレート１０の中央には、ほぼ
五角形状の平坦部１０ａが形成され、かつこの平坦部１
０ａの各辺１０ｂからは、所定の角度に折り曲げて形成
され、各辺１０ｂから後記断面六角形状骨材１６の底部
１６ｂの平面部の幅寸法にほぼ等しくした幅寸法の骨材
取付け溝１０ｃがそれぞれ形成されている。この骨材取
付け溝１０ｃには、ボルト挿通孔１２が穿設されてい
る。A preferred embodiment of the simple multi-faceted structure of the present invention is composed of the following elements as shown in each drawing.
In the figure, reference numeral 10 denotes an aggregate bonding plate integrally formed by press-molding from a plate-shaped member made of, for example, metal, having an almost pentagonal shape or a substantially circular outer shape, and an umbrella shape or a trapezoidal shape. A substantially pentagonal flat portion 10 a is formed at the center of the aggregate joining plate 10, and the flat portion 1
0a from each side 10b is formed by bending at a predetermined angle, and from each side 10b, an aggregate mounting groove 10c having a width dimension substantially equal to the width dimension of the flat surface portion of the bottom portion 16b of the hexagonal-shaped aggregate 16 described later is formed. Each is formed. A bolt insertion hole 12 is formed in the aggregate mounting groove 10c.
【００１２】１０ｄは、これら各骨材取付け溝１０ｃ間
に、骨材位置決め用の凸部１０ｅを介してそれぞれ突出
形成されているほぼ三角状のリブである。これら三角状
のリブ１０ｄを形成することにより前記骨材接合プレー
ト１０は剛性となり、この骨材接合プレート１０の全体
構造が強固になる。なお、前記各三角状リブ１０ｄに
は、ボルト挿通孔１３がそれぞれ穿設されている。Numeral 10d is a substantially triangular rib projectingly formed between each of the aggregate mounting grooves 10c via a convex portion 10e for positioning the aggregate. By forming these triangular ribs 10d, the aggregate joint plate 10 becomes rigid, and the overall structure of the aggregate joint plate 10 becomes solid. A bolt insertion hole 13 is formed in each of the triangular ribs 10d.
【００１３】また、１４は、骨材取付け溝１０ｃと平坦
部１０ａの辺１０ｂとの間に形成された補強リブであ
る。これらの補強リブ１４は、傘内面側に突出形成さ
れ、所定角度の折曲部の補強をなしている。平坦部１０
ａの中心部には、プレス成形時の位置決め孔として機能
するほぼ五角形の透孔１５が穿設されている。Reference numeral 14 is a reinforcing rib formed between the aggregate mounting groove 10c and the side 10b of the flat portion 10a. These reinforcing ribs 14 are formed so as to project toward the inner surface of the umbrella, and reinforce the bent portion at a predetermined angle. Flat part 10
A substantially pentagonal through hole 15 which functions as a positioning hole at the time of press molding is formed in the center of a.
【００１４】１６は、頂部１６ａと底部１６ｂとの長手
方向に相対向して形成した平面部１７、１８に複数個の
貫通孔１９、２０をそれぞれ穿設し、前記頂部１６ａの
平面部１７の両側端１７ａ、１７ａに傾斜上面部１７
ｂ、１７ｂを連接形成すると共に、所定の角度（９０
度）を有する頂角部１７ｃ、１７ｃを相対向して形成
し、前記底部１６ｂの平面部１８の内面１８ａに、第１
のボルト２１の螺入によって前記骨材接合プレート１０
に取り付けるための例えばタカナットのごときボルト受
部材２２を固設した所定の長さを有する例えば鉄鋼製、
アルミニューム製、合成樹脂製などからなる断面六角形
状骨材である。A plurality of through holes 19 and 20 are formed in flat portions 17 and 18 of the top portion 16a and the bottom portion 16b which are opposed to each other in the longitudinal direction, and the flat portion 17 of the top portion 16a is formed. Inclined upper surface portion 17 on both side ends 17a, 17a
b and 17b are connected to each other, and a predetermined angle (90
Apex angle portions 17c, 17c having an angle of 1 °) are formed to face each other, and
The aggregate bonding plate 10 is obtained by screwing the bolt 21 of
To which a bolt receiving member 22 such as a taka nut is fixedly mounted and has a predetermined length, for example, steel,
A hexagonal cross-section aggregate made of aluminum or synthetic resin.
【００１５】２３は、この断面六角形状骨材１６の頂部
１６ａ側から前記貫通孔１９に挿通させる例えばタカナ
ットのごときボルト受部材２４を固設した所定の幅およ
び所定の長さを有する例えば金属製の外側当板である。
この外側当板２３の内面の両側には、雨水などの浸水を
防止するためのシール材２３ａが固設されている。Reference numeral 23 designates, for example, a metal having a predetermined width and a predetermined length in which a bolt receiving member 24 such as a taka nut which is inserted into the through hole 19 from the side of the top 16a of the hexagonal cross-section aggregate 16 is fixed. It is the outer plate.
Sealing materials 23a for preventing infiltration of rainwater and the like are fixed on both sides of the inner surface of the outer contact plate 23.
【００１６】前記ボルト受部材２４としては、タカナッ
ト以外に例えば袋ナットを使用しても良いこと勿論であ
る。このように、袋ナットにすると、パネル寸法や断面
六角形状骨材１６の寸法に多少の誤差があっても修正さ
れて、後記パネル２８は、断面六角形状骨材１６に確実
に取り付けられる。Of course, as the bolt receiving member 24, for example, a cap nut may be used instead of the Taka nut. In this way, when the cap nut is used, even if there are some errors in the panel dimensions and the dimensions of the hexagonal cross-section aggregate 16, the panel 28 described later is reliably attached to the hexagonal cross-section aggregate 16.
【００１７】２５は、前記断面六角形状骨材１６の底部
１６ｂ側から前記貫通孔２０に挿通させ、前記ボルト受
部材２４の雌捩子に螺入させる長軸の第２のボルトであ
る。Reference numeral 25 denotes a second long bolt which is inserted into the through hole 20 from the bottom 16b side of the hexagonal aggregate 16 and is screwed into the female screw of the bolt receiving member 24.
【００１８】２６は、前記断面六角形状骨材１６の底部
１６ｂ側から貫通孔２０に挿通させる前記第２のボルト
２５を挿通させる貫通孔２７を穿設した所定の幅および
所定の長さを有する例えば金属製の内側当板である。Reference numeral 26 has a predetermined width and a predetermined length in which a through hole 27 for inserting the second bolt 25 for inserting into the through hole 20 is formed from the bottom portion 16b side of the hexagonal cross-section aggregate 16. For example, a metal inner plate.
【００１９】２８は、前記外側当板２３と前記内側当板
２６との間に介装させ、隣り合う各断面六角形状骨材１
６の頂部１６ａの平面部１７の端部１７ａに、それぞれ
端部２８ａを添わせてフラット状態に適宜固設させる例
えばサンドイッチ型アイジャクリパネル、硬質化粧合板
のごときほぼ三角形状の平面状パネルである。互いに隣
り合うパネル２８の継ぎ目は、前記外側当板２３によっ
て塞がれるようになっている。このパネル２８は、本発
明の実施例によれば例えば簡易多面建造物の屋根板およ
び外壁面板となるものである。このパネル２８の所要箇
所には、ドア２９が適宜開閉自在に取り付けられてい
る。28 is interposed between the outer contact plate 23 and the inner contact plate 26, and is adjacent to each of the hexagonal aggregates 1 in cross section.
6, the end portions 17a of the flat portion 17 of the top portion 16a of the 6 are fixedly attached in a flat state by adding the end portions 28a to each other, for example, a sandwich type eye jacquard panel, a substantially triangular flat panel such as a hard decorative plywood. . The joint between the panels 28 adjacent to each other is closed by the outer contact plate 23. According to the embodiment of the present invention, the panel 28 is, for example, a roof plate and an outer wall plate of a simple multi-sided building. A door 29 is attached to a required portion of the panel 28 so as to be freely opened and closed.
【００２０】３０は、簡易多面建造物の各頂出部に位置
する前記各外側当板２３の上からそれぞれ取り付けた頂
点キャップである。Numerals 30 are apex caps attached from above the respective outer contact plates 23 located at the respective apex portions of the simple multi-faceted building.
【００２１】上記のように構成することによって、前記
第２のボルト２５を前記内側当板２６に穿設した貫通孔
２７および断面六角形状骨材１６の底部１６ｂに穿設し
た貫通孔２０に挿通させ、前記外側当板２３に固設した
ボルト受部材２４の雌捩子に螺入させることにより、前
記パネル２８が前記外側当板２３と内側当板２６との間
に固着され、前記断面六角形状骨材１６に確実に取付け
られる。With the above structure, the second bolt 25 is inserted into the through hole 27 formed in the inner contact plate 26 and the through hole 20 formed in the bottom portion 16b of the hexagonal aggregate 16 in cross section. Then, the panel 28 is fixed between the outer contact plate 23 and the inner contact plate 26 by being screwed into the female screw of the bolt receiving member 24 fixed to the outer contact plate 23. It is securely attached to the shaped aggregate 16.
【００２２】前記断面六角形状骨材１６には、前記頂部
１６ａの平面部１７の両側端１７ａと前記底部１６ｂの
平面部１８の両側端１８ｂとの間に、傾斜上面部１７ｂ
および所定の角度を有する頂角部１７ｃが形成されてい
る。なお、相対向する頂角部１７ｃの内角は、それぞれ
ほぼ９０度となっている。このような構成にすることに
よって、断面六角形状骨材１６の機械的構造は強固とな
る。The hexagonal cross-section aggregate 16 has an inclined upper surface portion 17b between both side ends 17a of the flat surface portion 17 of the top portion 16a and both side ends 18b of the flat surface portion 18 of the bottom portion 16b.
And an apex portion 17c having a predetermined angle is formed. The interior angles of the apex angle portions 17c facing each other are approximately 90 degrees. With such a structure, the mechanical structure of the aggregate 16 having a hexagonal cross-section becomes strong.
【００２３】また、前記断面六角形状骨材１６の内部
は、空間１８ｃになっており、雨水などはこの空間１８
ｃに流れることになる。従って、雨水などは、前記骨材
接合プレート１０と複数個の断面六角形状骨材１６とに
よって組み立てられた図２に示される簡易多面建造物の
多面構造体３１の内部に浸水することはない。A space 18c is formed inside the aggregate 16 having a hexagonal cross section, and rainwater or the like is contained in the space 18c.
It will flow to c. Therefore, rainwater does not enter the inside of the multi-sided structure 31 of the simple multi-sided structure shown in FIG. 2, which is assembled by the aggregate joining plate 10 and the plurality of hexagonal cross-section aggregates 16.
【００２４】次に、前記骨材接合プレート１０と所定長
さの断面六角形状骨材１６とパネル２８などとによって
得られる本発明の簡易多面建造物の施工について説明す
る。Next, the construction of the simple multi-sided building of the present invention obtained by the aggregate joining plate 10, the hexagonal aggregate 16 having a predetermined length, and the panel 28 will be described.
【００２５】まず、各図に示すごとく、前記断面六角形
状骨材１６の頂部１６ａと例えばタカナット２２が固設
されている底部１６ｂとの長手方向に、平面部１７、１
８を相対向して形成し、頂部１６ａの平面部１７の両側
端１７ａと底部１６ｂの平面部１８の両側端１８ｂとの
間に、所定の角度を有する頂角部１７ｃをそれぞれ形成
した所定の長さを有する断面六角形状骨材１６と、外形
が、ほぼ五角形状またはほぼ円形状であり、中央にほぼ
五角形状の平坦部１０ａを有し、かつこの平坦部１０ａ
の各辺１０ｂより所定の角度に折り曲げて形成し、各辺
１０ｂから断面六角形状骨材１６の幅寸法にほぼ対応し
た幅寸法の骨材取付け溝１０ｃをそれぞれ形成した傘形
状または台形状である骨材接合プレート１０とを使用し
て、前記タカナット２２に、骨材接合プレート１０の内
側から第１のボルト２１を螺着させることによって各断
面六角形状骨材１６は、骨材接合プレート１０を介して
互いに締結される。First, as shown in the drawings, the plane portions 17 and 1 are provided in the longitudinal direction of the top portion 16a of the hexagonal cross-section aggregate 16 and the bottom portion 16b to which, for example, the Taka nut 22 is fixed.
8 are formed so as to face each other, and apex angle portions 17c having a predetermined angle are formed between both side ends 17a of the plane portion 17 of the top portion 16a and both side ends 18b of the plane portion 18 of the bottom portion 16b. An aggregate 16 having a hexagonal cross section having a length, and an outer shape of a substantially pentagonal shape or a substantially circular shape, and having a substantially pentagonal flat portion 10a in the center, and the flat portion 10a.
Each side 10b is bent at a predetermined angle, and each side 10b is formed into an umbrella shape or a trapezoidal shape in which an aggregate mounting groove 10c having a width dimension substantially corresponding to the width dimension of the hexagonal section aggregate 16 is formed. By using the aggregate-bonding plate 10, the first nut 21 is screwed to the Taka nut 22 from the inside of the aggregate-bonding plate 10. Are fastened to each other via.
【００２６】従って、前記断面六角形状骨材１６と前記
骨材接合プレート１０との締結によって、図２に示すよ
うに、ほぼ五角形の梁部４０と、ほぼ五角形の土台部４
１とを組み立て、さらに前記梁部４０上に屋根部４２を
組み立て、さらに前記骨材接合プレート１０の骨材取付
け溝１０ｃに、壁面用の断面六角形状骨材１６を位置決
めして同様に固定して、前記梁部４０と土台部４１との
間に、複数の三角形を上下交互に組み合わせて壁面部４
３を形成して、内部に空間部４４を形成した簡易多面建
造物の多面構造体３１を組み立てている。４５は、中央
および外周に適宜配置した複数のコンクリート基礎であ
り、これらのコンクリート基礎４５の上に、前記土台部
４１が設置されている。Therefore, by fastening the aggregate 16 having the hexagonal cross section and the aggregate-bonding plate 10, as shown in FIG. 2, a beam portion 40 having a substantially pentagonal shape and a base portion 4 having a substantially pentagonal shape are provided.
1 and then the roof portion 42 is assembled on the beam portion 40, and the hexagonal cross-section aggregate 16 for the wall surface is positioned and fixed in the aggregate attachment groove 10c of the aggregate joint plate 10 in the same manner. Then, a plurality of triangles are alternately combined vertically between the beam portion 40 and the base portion 41 to form the wall surface portion 4.
3 is formed, and the multi-sided structure 31 of the simple multi-sided structure having the space portion 44 formed therein is assembled. Reference numeral 45 denotes a plurality of concrete foundations appropriately arranged in the center and the outer periphery, and the base portion 41 is installed on these concrete foundations 45.
【００２７】図１０に示す簡易多面建造物の床面部にお
いて、前記断面六角形状骨材１６により構成されている
五角形の土台部４１は、対向する骨材接合プレート１０
と断面六角形状骨材１６との間に放射状に取り付けられ
る各フレーム４６と前記断面六角形状骨材１６とによっ
て、複数個の三角形が形成される。そして、これら各三
角形に、ほぼ三角形状の床パネル２８ｂがそれぞれ取り
付けられている。In the floor surface portion of the simple multi-faced building shown in FIG. 10, the pentagonal base portion 41 formed of the aggregate 16 having the hexagonal cross section has the opposing aggregate joining plate 10
A plurality of triangles are formed by the frames 46 radially attached between the hexagonal aggregate 16 and the hexagonal aggregate 16 in cross section. A substantially triangular floor panel 28b is attached to each of these triangles.
【００２８】なお、本実施例においては、梁部４０と土
台部４１ではそれぞれ５個の断面六角形状骨材１６と５
個の骨材接合プレート１０を使用しており、屋根部４２
では５個の断面六角形状骨材１６と１個の骨材接合プレ
ート１０を使用している。また、壁面用の断面六角形状
骨材１６として１０個使用しているが、これに限ること
はない。In this embodiment, the beam portion 40 and the base portion 41 each have five hexagonal cross-section aggregates 16 and 5, respectively.
Using the individual aggregate joint plate 10, the roof portion 42
Uses five hexagonal cross-section aggregates 16 and one aggregate joining plate 10. Further, although ten pieces are used as the hexagonal cross-section aggregates 16 for the wall surface, the number is not limited to this.
【００２９】そして、前記パネル２８は、上述のように
して組み立てられた多面構造体３１に、例えば図７に示
すごとき裏面側呼び込み式パネル取付け手段によって容
易にして、確実に取り付けられる。すなわち、前記パネ
ル取付け手段は、次のとおりである。まず、各パネル２
８を前記断面六角形状骨材１６の傾斜上面部１７ｂ、１
７ｂにそれぞれ押し当てると共に、このパネル２８の上
から外側当板２３を、この外側当板２３に固設されてい
る例えばタカナットからなるボルト受部材２４を貫通孔
１９に挿通させて被せる。Then, the panel 28 is easily and surely attached to the multi-sided structure 31 assembled as described above by means of, for example, the back side pull-in type panel attaching means as shown in FIG. That is, the panel mounting means is as follows. First, each panel 2
8 is an inclined upper surface portion 17b of the aggregate 16 having a hexagonal cross section, 1
The outer contact plate 23 is pressed from above the panel 28 and the bolt receiving member 24, which is fixed to the outer contact plate 23 and is made of, for example, a taka nut, is inserted into the through hole 19 and covered.
【００３０】次いで、前記ボルト２５を内側当板２６の
貫通孔２７および断面六角形状骨材１６の貫通孔２０
に、それぞれ挿通させて前記外側当板２３のボルト受部
材２４の雌捩子に螺入させると、前記パネル２８は、前
記骨材接合プレート１０と断面六角形状骨材１６とによ
り構成される多面構造体３１に、迅速にして、確実に、
かつ堅固に取り付けられる。Next, the bolt 25 is inserted into the through hole 27 of the inner contact plate 26 and the through hole 20 of the aggregate 16 having a hexagonal cross section.
When each of the panels 28 is inserted into the female screw of the bolt receiving member 24 of the outer contact plate 23, the panel 28 has a multi-faceted surface composed of the aggregate joining plate 10 and the hexagonal aggregate 16 in cross section. In the structure 31, quickly, surely,
And firmly attached.
【００３１】[0031]
【発明の効果】本発明の簡易多面建造物は、上述のよう
にしたものであるから、組立工数が簡易であり、しかも
機械的構造が強度であり、安価であり、パネルの組み立
て取り付けが裏面側から迅速にして、かつ確実にして、
容易に行われるなどの効果がある。また、パネルの組み
立てが裏面側から行われることにより、防犯的にも安全
であるなどの効果がある。Since the simple multi-sided building of the present invention is constructed as described above, the number of assembling steps is simple, the mechanical structure is strong, the cost is low, and the panel can be assembled and mounted on the back side. From the side quickly and surely,
It has the effect of being easily performed. Further, since the panel is assembled from the back side, there is an effect that it is safe in terms of crime prevention.
【図１】本発明の簡易多面建造物の好適な一実施例要部
を示す断面図である。FIG. 1 is a cross-sectional view showing a main part of a preferred embodiment of a simple multi-sided building of the present invention.
【図２】パネルを取り付ける前の簡易多面建造物の好適
な一実施例を示す斜視図である。FIG. 2 is a perspective view showing a preferred embodiment of a simple multi-sided building before mounting a panel.
【図３】本発明の簡易多面建造物に使用される断面六角
形状骨材の一実施例を示す斜視図である。FIG. 3 is a perspective view showing an embodiment of an aggregate having a hexagonal cross-section used in the simplified multi-faceted building of the present invention.
【図４】本発明の簡易多面建造物の部分平面図である。FIG. 4 is a partial plan view of the simplified multi-sided building of the present invention.
【図５】同簡易多面建造物の要部を示す概略部分平面図
である。FIG. 5 is a schematic partial plan view showing a main part of the same simple multi-sided building.
【図６】同簡易多面建造物の屋根部における断面六角形
状骨材の取付け状態を示す概略部分側面図である。FIG. 6 is a schematic partial side view showing an attached state of an aggregate having a hexagonal cross section in a roof portion of the same multi-sided building.
【図７】同簡易多面建造物のパネル取付け構造の一実施
例を示す断面図である。FIG. 7 is a cross-sectional view showing an embodiment of the panel mounting structure of the same simple multi-sided building.
【図８】同部分平面図である。FIG. 8 is a partial plan view of the same.
【図９】同骨材接合プレートと断面六角形状骨材との取
り付け状態を、簡易多面建造物の裏面側から視して示す
斜視図である。FIG. 9 is a perspective view showing an attachment state of the aggregate joining plate and the hexagonal section aggregate as viewed from the back side of the simple multi-sided building.
【図１０】同簡易多面建造物の床面部を示す平面図であ
る。FIG. 10 is a plan view showing a floor surface portion of the same multi-sided building.
【図１１】従来の断面五角形状支柱を示す斜視図であ
る。FIG. 11 is a perspective view showing a conventional post having a pentagonal cross section.
【図１２】同断面五角形状支柱を使用して施工した簡易
多面建造物の要部を示す概略部分平面図である。FIG. 12 is a schematic partial plan view showing a main part of a simple multi-faceted building constructed using a pentagonal column having the same cross section.
１０ 骨材接合プレート １０ａ 平坦部 １０ｂ 各辺 １０ｃ 骨材取付け溝 １０ｄ ほぼ三角状のリブ １０ｅ 骨材位置決め用の凸部 １２ ボルト挿通孔 １３ ボルト挿通孔 １４ 補強リブ １５ ほぼ五角形の透孔 １６ 断面六角形状骨材 １６ａ 頂部 １６ｂ 底部 １７ 平面部 １７ａ 両側端 １７ｂ 傾斜上面部 １７ｃ 頂角部 １８ 平面部 １８ａ 内面 １８ｂ 両側端 １８ｃ 空間 １９ 貫通孔 ２０ 貫通孔 ２１ 第１のボルト ２２ ボルト受部材（例えばタカナット） ２３ 外側当板 ２３ａ シール材 ２４ ボルト受部材（例えばタカナット） ２５ 第２のボルト ２６ 内側当板 ２７ 貫通孔 ２８ 平面状パネル ２８ａ 端部 ２８ｂ 床パネル ２９ ドア ３０ 頂点キャップ ３１ 簡易多面建造物の多面構造体 ４０ 梁部 ４１ 土台部 ４２ 屋根部 ４３ 壁面部 ４４ 空間部 ４５ コンクリート基礎 ４６ フレーム 10 Aggregate Bonding Plate 10a Flat Part 10b Each Side 10c Aggregate Attachment Groove 10d Almost Triangular Rib 10e Convex Part for Positioning Aggregate 12 Bolt Insertion Hole 13 Bolt Insertion Hole 14 Reinforcing Rib 15 Almost Pentagonal Through Hole 16 Cross Section Hexagon Shape aggregate 16a Top part 16b Bottom part 17 Plane part 17a Both side ends 17b Inclined upper surface part 17c Vertex angle part 18 Plane part 18a Inner surface 18b Both side ends 18c Space 19 Through hole 20 Through hole 21 First bolt 22 Bolt receiving member (for example, Takanut) 23 Outer Contact Plate 23a Sealing Material 24 Bolt Receiving Member (For example, Takanut) 25 Second Bolt 26 Inner Contact Plate 27 Through Hole 28 Flat Panel 28a End 28b Floor Panel 29 Door 30 Vertex Cap 31 Multi-sided Structure of Simple Multi-faced Structure Body 40 Beam part 41 Base part 42 Roof part 43 Wall surface part 44 Space 45 Concrete foundation 46 Frame
───────────────────────────────────────────────────── フロントページの続き (72)発明者 中里 茂男 東京都中央区日本橋３丁目12番２号 東邦 シートフレーム株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Shigeo Nakazato 3-12-2 Nihonbashi, Chuo-ku, Tokyo Toho Seat Frame Co., Ltd.
Claims (5)
この平坦部の各辺より所定の角度に折り曲げて形成し、
各辺から断面六角形状骨材の幅寸法にほぼ対応した幅寸
法の骨材取付け溝をそれぞれ形成した外形が、ほぼ五角
形状またはほぼ円形状にして、かつ傘形状または台形状
である骨材接合プレートと、 頂部と底部との長手方向に相対向して形成した平面部に
貫通孔をそれぞれ穿設し、前記頂部の平面部の両側端に
傾斜上面部を形成すると共に、所定の角度を有する頂角
部を相対向して形成し、前記底部の平面部の内面に、第
１のボルトの螺入によって前記骨材接合プレートに取り
付けるためのボルト受部材を固設した所定の長さを有す
る断面六角形状骨材と、 この断面六角形状骨材の頂部側から前記貫通孔に挿通さ
せるボルト受部材を固設した所定の幅および所定の長さ
を有する外側当板と、 前記断面六角形状骨材の底部側から前記貫通孔に挿通さ
せ、この断面六角形状骨材の頂部に固設したボルト受部
材の雌捩子に螺入させる第２のボルトと、 前記外側当板と前記断面六角形状骨材の傾斜上面部との
間に介装させるパネルとを具備したことを特徴とする簡
易多面建造物。1. A substantially pentagonal flat portion is formed in the center, and the flat portion is formed by bending each side of the flat portion at a predetermined angle.
Hexagonal cross-section from each side Aggregate joints that have aggregate mounting grooves with a width that approximately corresponds to the width of the aggregate, and have an approximately pentagonal or circular shape and an umbrella or trapezoid shape Through holes are respectively formed in the plate and the plane portions of the top portion and the bottom portion which are opposed to each other in the longitudinal direction, and inclined upper surface portions are formed at both side ends of the plane portion of the top portion, and the plate has a predetermined angle. The apex portions are formed to face each other, and a bolt receiving member for attaching to the aggregate joining plate by screwing the first bolt is fixed to the inner surface of the flat portion of the bottom portion and has a predetermined length. A hexagonal cross-section aggregate, an outer contact plate having a predetermined width and a predetermined length in which a bolt receiving member for inserting the through-hole from the top side of the hexagonal cross-section aggregate is fixed, and the hexagonal cross-section bone Insert from the bottom side of the material into the through hole Between the second bolt to be screwed into the female screw of the bolt receiving member fixed to the top of the hexagonal section aggregate, and the inclined upper surface section of the outer contact plate and the hexagonal section aggregate. A simple multi-sided structure characterized by having an interposing panel.
この平坦部の各辺より所定の角度に折り曲げて形成し、
各辺から断面六角形状骨材の幅寸法にほぼ対応した幅寸
法の骨材取付け溝をそれぞれ形成した外形が、ほぼ五角
形状またはほぼ円形状にして、かつ傘形状または台形状
である骨材接合プレートと、 頂部と底部との長手方向に相対向して形成した平面部に
貫通孔をそれぞれ穿設し、前記頂部の平面部の両側端に
傾斜上面部を形成すると共に、所定の角度を有する頂角
部を相対向して形成し、前記底部の平面部の内面に、第
１のボルトの螺入によって前記骨材接合プレートに取り
付けるためのボルト受部材を固設した所定の長さを有す
る断面六角形状骨材と、 この断面六角形状骨材の頂部側から前記貫通孔に挿通さ
せるボルト受部材を固設した所定の幅および所定の長さ
を有する外側当板と、 前記断面六角形状骨材の底部側から前記貫通孔に挿通さ
せ、ボルト受部材の雌捩子に螺入させる第２のボルト
と、 前記断面六角形状骨材の底部側から貫通孔に挿通させる
前記第２のボルトを挿通させる貫通孔を穿設した所定の
幅および所定の長さを有する内側当板と、 前記外側当板と前記内側当板との間に介装させるパネル
とを具備したことを特徴とする簡易多面建造物。2. A substantially pentagonal flat portion is formed in the center, and the flat portion is formed by bending each side of the flat portion at a predetermined angle.
Hexagonal cross-section from each side Aggregate joints that have aggregate mounting grooves with a width that approximately corresponds to the width of the aggregate, and have an approximately pentagonal or circular shape and an umbrella or trapezoid shape Through holes are respectively formed in the plate and the plane portions of the top portion and the bottom portion which are opposed to each other in the longitudinal direction, and inclined upper surface portions are formed at both side ends of the plane portion of the top portion, and the plate has a predetermined angle. The apex portions are formed to face each other, and a bolt receiving member for attaching to the aggregate joining plate by screwing the first bolt is fixed to the inner surface of the flat portion of the bottom portion and has a predetermined length. A hexagonal cross-section aggregate, an outer contact plate having a predetermined width and a predetermined length in which a bolt receiving member for inserting the through-hole from the top side of the hexagonal cross-section aggregate is fixed, and the hexagonal cross-section bone Insert from the bottom side of the material into the through hole A second bolt to be screwed into the female screw of the bolt receiving member, and a through hole for inserting the second bolt to be inserted into the through hole from the bottom side of the hexagonal cross-section aggregate. A simple multi-sided structure comprising: an inner contact plate having a width and a predetermined length; and a panel interposed between the outer contact plate and the inner contact plate.
物において、前記骨材接合プレートと断面六角形状骨材
との組み合わせによって、五角形の梁部と五角形の土台
部とを形成し、さらに前記梁部の骨材接合プレートと頂
部の骨材接合プレートとの間に、断面六角形状骨材を取
り付けて、複数個の三角形による屋根部を形成し、さら
に前記梁部の骨材接合プレートと土台部の骨材接合プレ
ートとの間に、前記断面六角形状骨材を取り付けて、複
数個の三角形を上下交互に組み合わせた壁面部を形成
し、前記土台部の各断面六角形状骨材間に、複数個のフ
レームを放射状に取り付けて、複数個の三角形を形成
し、これら各三角形にほぼ三角形状のパネルをそれぞれ
取り付けるようにしたことを特徴とする簡易多面建造
物。3. The simple multi-sided building according to claim 1, wherein a pentagonal beam portion and a pentagonal base portion are formed by a combination of the aggregate joining plate and the hexagonal cross-section aggregate. Further, a hexagonal cross-section aggregate is attached between the aggregate joint plate of the beam portion and the aggregate joint plate of the top portion to form a roof portion having a plurality of triangles. The hexagonal cross-section aggregate is attached between the plate and the aggregate-bonding plate of the base to form a wall surface part in which a plurality of triangles are alternately combined in an upper and lower direction, and each cross-section hexagonal aggregate of the base is formed. A simple multi-sided structure characterized in that a plurality of frames are radially attached between the plurality of triangles to form a plurality of triangles, and substantially triangular panels are attached to the respective triangles.
物において、外側当板に固設したボルト受部材を、タカ
ナットまたは袋ナットとしたことを特徴とする簡易多面
建造物。4. The simple multi-sided building according to any one of claims 1 to 3, wherein the bolt receiving member fixed to the outer contact plate is a Taka nut or a cap nut.
て、断面六角形状骨材の底部の平面部の内面に固設した
ボルト受部材を、タカナットとしたことを特徴とする簡
易多面建造物。5. The simple multi-sided building according to claim 4, wherein the bolt receiving member fixed to the inner surface of the flat surface of the bottom of the hexagonal cross-section aggregate is a Taka nut. .
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16275295A JP3520482B2 (en) | 1995-05-25 | 1995-05-25 | Simple multi-story building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16275295A JP3520482B2 (en) | 1995-05-25 | 1995-05-25 | Simple multi-story building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH08319674A true JPH08319674A (en) | 1996-12-03 |
| JP3520482B2 JP3520482B2 (en) | 2004-04-19 |
Family
ID=15760588
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP16275295A Expired - Fee Related JP3520482B2 (en) | 1995-05-25 | 1995-05-25 | Simple multi-story building |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3520482B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2016069842A (en) * | 2014-09-29 | 2016-05-09 | 二六 瀬尾 | Simple frame house and constituent members thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0311715U (en) * | 1989-06-19 | 1991-02-06 | ||
| JPH04216734A (en) * | 1990-12-14 | 1992-08-06 | Toho Sheet & Frame Co Ltd | Structure of assembling type and its assembling method |
| JPH04289390A (en) * | 1991-03-15 | 1992-10-14 | Toho Sheet & Frame Co Ltd | Simple structure |
| JPH0718744A (en) * | 1992-08-13 | 1995-01-20 | R C Koa:Kk | Domelike structure |
-
1995
- 1995-05-25 JP JP16275295A patent/JP3520482B2/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0311715U (en) * | 1989-06-19 | 1991-02-06 | ||
| JPH04216734A (en) * | 1990-12-14 | 1992-08-06 | Toho Sheet & Frame Co Ltd | Structure of assembling type and its assembling method |
| JPH04289390A (en) * | 1991-03-15 | 1992-10-14 | Toho Sheet & Frame Co Ltd | Simple structure |
| JPH0718744A (en) * | 1992-08-13 | 1995-01-20 | R C Koa:Kk | Domelike structure |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2016069842A (en) * | 2014-09-29 | 2016-05-09 | 二六 瀬尾 | Simple frame house and constituent members thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3520482B2 (en) | 2004-04-19 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20040122 |
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| LAPS | Cancellation because of no payment of annual fees |