JP2509657Y2 - Frame unit assembly structure - Google Patents

Frame unit assembly structure

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Publication number
JP2509657Y2
JP2509657Y2 JP1990069684U JP6968490U JP2509657Y2 JP 2509657 Y2 JP2509657 Y2 JP 2509657Y2 JP 1990069684 U JP1990069684 U JP 1990069684U JP 6968490 U JP6968490 U JP 6968490U JP 2509657 Y2 JP2509657 Y2 JP 2509657Y2
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JP
Japan
Prior art keywords
frame body
frame
pair
piece
members
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.)
Expired - Lifetime
Application number
JP1990069684U
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Japanese (ja)
Other versions
JPH0428503U (en
Inventor
芳正 木村
Original Assignee
ミサワセラミックス株式会社
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Application filed by ミサワセラミックス株式会社 filed Critical ミサワセラミックス株式会社
Priority to JP1990069684U priority Critical patent/JP2509657Y2/en
Publication of JPH0428503U publication Critical patent/JPH0428503U/ja
Application granted granted Critical
Publication of JP2509657Y2 publication Critical patent/JP2509657Y2/en
Anticipated expiration legal-status Critical
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Description

【考案の詳細な説明】[Detailed description of the device] 【産業上の利用分野】[Industrial applications]

本考案は、いわゆるユニット式プレハブ住宅の構造躯
体であるフレームユニットの組立構造に関する。
The present invention relates to an assembly structure of a frame unit which is a structural body of a so-called unit type prefabricated house.

【従来の技術】[Prior art]

ユニット式プレハブ住宅のフレームユニットは、鋼製
の支柱,梁材を利用して六面体状に形成することにより
構成されている。 即ち、形状的には、所要間隔で四隅に立設した支柱の
上下端部に8本の梁材が架設され、更に、床面や天井面
を形成する梁材間にそれぞれ根太や横架材が適宜本数架
設されることにより六面体に形成されている。また、上
記天井面を形成する梁材と横架材を省略して上面開放の
フレームユニットを形成し、下階天井面と上階床面が躯
体として重ならないようにした大略六面体状に形成され
たものも存する。 特公昭60-133778号公報には、天井面も梁材等で形成
した六面体のフレームユニットの組立方法が開示されて
いる。 この方法は、予め側面部材(立面フレーム体),頂面
部材(天井フレーム体)及び底面部材(床フレーム体)
の四フレーム体を適宜組立てておき、生産ライン上の一
地点で順次接合組立てる方式にかかるものである。 即ち一対の支柱間の上下を梁材で接続すると共に、支
柱上下の一側面に継手部(腕金物)を突設して形成した
側面部材を生産ライン上で先行,後行として対峙させ
る。そして、軽量C形鋼(溝形鋼)の梁材と小梁材とで
予め組立てた頂面部材と底面部材を上記対峙する側面部
材の上記継手部の高さ位置に合わせて搬送介在させ、一
方(先行する側)の側面部材の継手部に上記頂面部材と
底面部材の梁材の端縁部を対向させた位置で挿通接合
し、次いで後行の側面部材の継手部と上記頂面部材,底
面部材の梁材の他方の端縁部を挿通接合する方法として
いる。 この手段によれば、フレームユニットをその大きさに
拘わらず生産ライン上の一地点で合理的に生産できる利
点があるとしている。
The frame unit of the unit type prefabricated house is configured by forming a hexahedron using steel columns and beams. That is, in terms of shape, eight beam members are erected on the upper and lower ends of columns that are erected at four corners at required intervals, and a joist and a horizontal member are further provided between the beam members that form the floor surface and the ceiling surface. Are formed in an appropriate number to form a hexahedron. In addition, the beam member and the horizontal member that form the ceiling surface are omitted to form a frame unit with an open upper surface, and the lower floor ceiling surface and the upper floor surface are formed into a substantially hexahedral shape so that they do not overlap as a frame. There are also things. Japanese Examined Patent Publication (Kokoku) No. 60-133778 discloses a method of assembling a hexahedron frame unit whose ceiling surface is also formed of a beam material or the like. This method is carried out in advance by a side member (elevation frame body), a top surface member (ceiling frame body) and a bottom surface member (floor frame body).
The four frame bodies are appropriately assembled and then sequentially joined and assembled at one point on the production line. That is, the upper and lower sides of a pair of support columns are connected by beam members, and side members formed by projecting joint portions (arms) on one side surface of the support columns are made to face each other on the production line as leading and trailing. Then, the top surface member and the bottom surface member preassembled with the beam material and the beam material of the light-weight C-section steel (channel steel) are conveyed and intervened according to the height position of the joint portion of the facing side surface member, The top surface member and the beam member of the bottom member are inserted and joined to the joint portion of one side member (the leading side) at a position where the end portions of the beam members of the bottom member face each other, and then the joint portion of the subsequent side member and the top surface. The other end of the beam member of the member and the bottom member is inserted and joined. According to this means, there is an advantage that the frame unit can be reasonably produced at one point on the production line regardless of its size.

【考案が解決しようとする課題】[Problems to be solved by the device]

しかしながら、上記手段によっても、組立て、特に面
部材として組立られたフレーム体同士の組立、具体的に
は梁材と腕金物の接合の実際において、未だ解決すべき
問題点を存しているものである。 即ち、梁材は建物としての各種荷重を負担し、これを
腕金物を介して支柱に伝達するようにしている。従っ
て、梁材と腕金物は、負荷に耐え、合理的に荷重応力を
伝達する接合としなければならない。この為、負荷が比
較的軽量な住宅においては、前述公報記載のように梁材
に溝形鋼を利用し、腕金物には上記溝形鋼に略密接して
内挿又は外挿する等、一部を重ねて接合することの可能
な、普通には同様の溝形鋼が利用される。 この場合において、梁材と腕金物を、いわゆる単品とし
て一本材同士で挿通接合するのであればさほどの問題は
生じないものの、前述のようにフレーム体として組立ら
れた部材間にあっては、フレーム体の組立寸法誤差とか
フレーム面レベルでの歪み、接合端辺部の形状歪み等の
諸要因によりスムーズで迅速な接合が困難な場合があ
る。このような事態ではこれを矯正する労力を要し、ま
た作業に熟練さを要する場合もある。 更に、天井フレーム体、床フレーム体と立面フレーム
体の接合組立てが腕金物との挿通によるときは、立面フ
レーム体間の組立寸法は上記挿通量により変動するの
で、立面フレーム体の移動位置決め制御を精確に行う必
要がある。 本考案は上記のような従来の問題点に鑑みて考案され
たものであり、その目的とするところは、フレーム体と
して組立てた梁材と腕金物の接合が簡単且つ迅速にで
き、また立面フレーム体間の組立寸法も容易に精度よく
設定できる組立構造を提供するところにある。
However, even by the above means, there are still problems to be solved in the assembly, particularly in the assembly of the frame bodies assembled as the surface members, specifically in the actual joining of the beam member and the arm member. is there. That is, the beam material bears various loads as a building, and transmits the load to the pillar through the armor. Therefore, the beam member and the arm member must be joined so as to bear the load and reasonably transmit the load stress. Therefore, in a house with a relatively light load, grooved steel is used for the beam material as described in the above publication, and the arm member is inserted or extrapolated in close contact with the grooved steel. Usually similar channel steels are used, which can be joined together in part. In this case, if the beam member and the arm member are so-called single pieces and are inserted and joined together as a single member, there will be no serious problem, but between the members assembled as the frame body as described above, the frame body It may be difficult to perform smooth and quick joining due to various factors such as an assembly dimensional error, distortion at the frame surface level, and shape distortion of the joining end portion. In such a situation, labor is required to correct the situation and skill may be required for the work. Furthermore, when the ceiling frame body, the floor frame body, and the elevation frame body are joined and assembled by inserting the armature, the assembly dimension between the elevation frame bodies varies depending on the insertion amount. Positioning control must be performed accurately. The present invention has been devised in view of the above-mentioned conventional problems, and an object thereof is to easily and quickly join the beam member and the arm member assembled as a frame body, and An object of the present invention is to provide an assembly structure in which the assembly dimensions between frame bodies can be easily and accurately set.

【課題を解決する為の手段】[Means for solving the problem]

上記目的を達成するために、本考案は、対向する支柱
間の上下を梁材で接続したフレーム体の一面となるそれ
ぞれの支柱上下に腕金物を突設した一対の立面フレーム
体と、対向する側面を開口側とした溝形鋼の一対の梁材
間に横架材又は根太を架設して構成した一対の平面フレ
ーム体とからなり、前記一対の立面フレーム体を所要間
隔で対峙させた間の前記上下の腕金物間それぞれに前記
平面フレーム体を架設して接合し天井面と床面を形成す
るようにした六面体からなるフレームユニットにおい
て、前記腕金物間に平面フレーム体を上方から載置架設
できるように前記腕金物に相対する平面フレーム体の梁
材の下面片を一部切り欠いてなり、前記載置架設部分の
ほか前記切り欠いた下面片と腕金物間は当て板により接
合したフレームユニットの組立構造である。
In order to achieve the above object, the present invention is directed to a pair of upright frame bodies in which armpieces are projectingly provided on the upper and lower sides of respective columns, which are one surface of a frame body in which upper and lower sides of opposing columns are connected by beam members. And a pair of flat frame members constructed by laying a cross member or a joist between a pair of beam members of channel steel whose opening side is the opening side, and the pair of elevation frame members are opposed to each other at a required interval. In the frame unit composed of a hexahedron in which the flat frame body is erected and joined between the upper and lower arm brackets to form a ceiling surface and a floor surface, a flat frame body is inserted between the arm brackets from above. A part of the lower surface piece of the beam member of the plane frame body facing the arm fitting so as to be placed and erected is cut out. Joined frame unit It is an assembly structure of.

【作用】[Action]

立面フレーム体を、形成しようとするフレームユニッ
トの設定寸法に合わせて組立て治具等により生産ライン
上で対峙設定する。 次いで、天井面及び床面を形成する水平フレーム体
を、対峙する立面フレーム体間の僅か上方に例えばクレ
ーン等で吊り下げて位置させると、水平フレーム体の梁
材端部が立面フレーム体の腕金物上に位置する。梁材端
部の下面片の一部は切り欠いてあるので、そのまま水平
フレーム体を吊り降ろすと、梁材端部の上面片が腕金物
に載置されて係合する。従ってこの後、前記載置架設部
分のほか前記切り欠いた下面片と腕金物間は当て板を架
け渡すことにより梁材と腕金物を溶接等により接合すれ
ば、立面フレーム体と水平フレーム体が一体化される。
水平フレーム体は、床面を形成する水平フレーム体を先
に吊り降ろし、溶接接合は適宜の順序で行えばよい。
The upright frame body is set facing the production line by an assembly jig or the like according to the set dimensions of the frame unit to be formed. Next, when the horizontal frame bodies forming the ceiling surface and the floor surface are suspended and positioned slightly above the facing vertical frame bodies by, for example, a crane or the like, the beam member ends of the horizontal frame bodies are raised to the vertical frame bodies. Located on the armor of. Since a part of the lower surface piece of the beam member end is cut out, when the horizontal frame body is hung down as it is, the upper surface piece of the beam member end is placed on and engaged with the arm member. Therefore, after this, in addition to the above-mentioned installation and erection part, a bridge plate is bridged between the cutout lower surface piece and the arm member to join the beam member and the arm member by welding etc. Are integrated.
As for the horizontal frame body, the horizontal frame body forming the floor surface may be suspended first, and the welding and joining may be performed in an appropriate order.

【実施例】【Example】

以下、本考案の実施例を図面に基づいて説明する。 図はいずれも本考案の実施例に係るフレームユニット
を示すもので、第1図はフレームユニットの組立形態を
説明する全体斜視図、第2図は第1図における要部を拡
大して示す仰視図、第3図はフレームユニットの組立完
了状態を示す斜視図、第4図は第3図の要部拡大仰視図
である。 図において、フレームユニット1は、一対の立面フレ
ーム体2(2a,2b)と一対の平面フレーム体3,4をその端
部において接合することにより形成している。立面フレ
ーム体2には必要に応じて外壁材(パネル)とか間仕切
材(パネル)が取付けられる。また、平面フレーム体3,
4には床構成仕上げ部材とか天井構成仕上げ部材等が取
付けられる。以下、この説明では平面フレーム体3を床
フレーム体に、平面フレーム体4を天井フレーム体に換
言する。 立面フレーム体2は、角形鋼管の一対の支柱21の上下
部に梁材22,23を架設接合すると共に、その接合レベル
と同様位置の他側一面の上下に断面コ字形の腕金物24を
突設して形成している。上記支柱21と梁材22,23との接
合は,上記腕金物24と同様の構成形状からなる腕金物25
を利用している。そして、梁材22,23はいわゆる溝形鋼
を利用し、その端部開口部を上記腕金物25に外側から一
部挿通し、溶接等で接合している。この支柱21と梁材2
2,23の接合作業は、一本材的接合であるので、従来同様
簡単に位置合わせして接合することができる。 腕金物24は、上片24a,下片24b,側片24cにより断面コ
字形としてその側面開口側を内側に向け、一端を支柱21
の一側面に溶接接合している。 床フレーム体3と天井フレーム体4は、それぞれ、溝
形鋼からなる一対の梁材3a,3a,4a,4aをその開口側で対
向させると共に、対向間に適宜数の根太31,横架材41を
架設して形成している。そして、それぞれの梁材3a,4a
の長さは、従来と同様に、架設する立面フレーム体2a,2
bの対峙間隔、即ち内のりよりも若干短く、また突出し
て対向する腕金物24の先端間隔よりも長く設定してい
る。これにより、床フレーム体3と天井フレーム体4
は、その梁材端部が立面フレーム体2a,2bの腕金物24に
部分的に重なり、すなわち架設することができる。 上記床フレーム体3と天井フレーム体4の梁材3a,4a
の端部は、第2図に天井フレーム体4を代表して拡大し
て示すように、梁材の下面片42の一部を切り欠いてい
る。この切り欠き面42aの長手方向寸法は、立面フレー
ム体2a,2bの腕金物24に対する上記部分的重なりの寸法
よりも僅かに長くしている。また、梁材3a,4aの端部の
上記切り欠き面42a部分に対応する上面片44部分には、
適宜形状の打ち抜き孔45を設けている(図例は長円孔を
二列)。この打ち抜き孔45は、腕金物24の上片24aに梁
材4aの上面片44を載置して溶接接合する際に、この打ち
抜き孔45部分も溶接して上記上面片44と上記上片24aを
より一層強固に接合する為のものである。 5は当て板である。この当て板5は、梁材4aの端部を
腕金物24に接合する際に、梁材の下面片42と腕金物24の
下片24bの突き合わせ部分間に梁材4a等の内面側から架
け渡し、上記下面片42,下片24bのそれぞれと溶接接合す
る(第4図参照)。これにより、梁材4aは腕金物24にそ
の全片面で接合することができ、剛性的な問題は生じな
い。51は、上記梁材4aの打ち抜き孔45と同様の趣旨によ
り設けた打ち抜き孔である。 尚、梁材4aと腕金物24の寸法設定によっては、梁材4a
の下面片42と腕金物24の下片24bとが面一に突き当たる
場合もある。このような場合における当て板5は、図例
のように段差を設けることなくいゆる平板に形成して利
用する。また、上記内面側ではなく、梁材4aと腕金物24
の外側下面から溶接接合するようにしてもよい。 上述のような構成によりフレームユニット1を組立て
る場合は、予め適宜の工程で組立てた立面フレーム体2
a,2b,床フレーム体3,天井フレーム体4を準備し、立面
フレーム体2a,2bを図示しない組立支持治具により設定
間隔寸法で対峙させる。そして、まず床フレーム体3を
適宜のクレーン等で吊り下げて上記対峙する立面フレー
ム体2a,2b間上に搬送し、位置させる。次いで床フレー
ム体3を吊り降ろし、立面フレーム体2a,2bの下部の腕
金物24,24上に梁材3aの端部を載置し架設する。この架
設は、梁材3aの端部において下面片32が切り欠いてある
ので、腕金物24の上片24aに梁材の上面片34が載置され
る形態となる。そして梁材の側面片33が腕金物24の側片
24cに当接する。この架設の後、腕金物24と梁材3aの上
面片34,側面片33にわたり溶接接合する。また、腕金物2
4の下片24bと梁材の下面片32とを、当て板5を利用して
溶接接合する(第4図参照)。 床フレーム体3の上記接合が終了した後、或は上記搬
送載置の後、天井フレーム体4を床フレーム体3と同様
の手段で搬送し、立面フレーム体2a,2bの上側の腕金物2
4に載置し、同様に接合する。フレームユニット1の組
立ては上記作業により完了する(第3図参照)。
Embodiments of the present invention will be described below with reference to the drawings. Each of the drawings shows a frame unit according to an embodiment of the present invention. FIG. 1 is an overall perspective view for explaining an assembling mode of the frame unit, and FIG. 2 is a perspective view showing an enlarged main part of FIG. 3 and 4 are perspective views showing a completed assembly state of the frame unit, and FIG. 4 is an enlarged perspective view of a main part of FIG. In the figure, the frame unit 1 is formed by joining a pair of upright frame bodies 2 (2a, 2b) and a pair of flat frame bodies 3, 4 at their ends. An outer wall material (panel) or a partition material (panel) is attached to the upright frame body 2 as needed. In addition, the plane frame body 3,
A floor construction finishing member, a ceiling construction finishing member, and the like are attached to 4. Hereinafter, in this description, the plane frame body 3 is referred to as a floor frame body, and the plane frame body 4 is referred to as a ceiling frame body. The upright frame body 2 has beam members 22 and 23 erected and joined to the upper and lower portions of a pair of columns 21 of a rectangular steel pipe, and armpieces 24 having a U-shaped cross section above and below the other surface at the same position as the joining level. It is formed by projecting. The pillar 21 and the beam members 22 and 23 are joined to each other by the arm member 25 having the same configuration as the arm member 24.
Are using. The beam members 22 and 23 are made of so-called channel steel, and their end openings are partially inserted into the arm member 25 from the outside and joined by welding or the like. This pillar 21 and beam 2
Since the joining work of 2,23 is one material joining, it is possible to align and join as easily as in the past. The armpiece 24 has an upper piece 24a, a lower piece 24b, and a side piece 24c, and has a U-shaped cross section with its side opening side facing inward, and one end of which is a pillar 21.
It is welded to one side. The floor frame body 3 and the ceiling frame body 4 respectively have a pair of beam members 3a, 3a, 4a, 4a made of channel steel facing each other on the opening side, and an appropriate number of joists 31 and horizontal members between the facings. 41 is erected and formed. And each beam 3a, 4a
The length of the vertical frame body 2a, 2
The facing interval of b, that is, slightly shorter than the inner distance, is set longer than the leading end interval of the armpiece 24 that projects and opposes. As a result, the floor frame body 3 and the ceiling frame body 4 are
The beam end of the beam partially overlaps with the arm member 24 of the upright frame bodies 2a and 2b, that is, can be erected. Beams 3a, 4a of the floor frame body 3 and the ceiling frame body 4
2, the lower end piece 42 of the beam member is partially cut away as shown in FIG. 2 as an enlarged view of the ceiling frame body 4 as a representative. The longitudinal dimension of the notch surface 42a is slightly longer than the dimension of the above-mentioned partial overlap of the upright frame bodies 2a and 2b with the arm member 24. Further, in the upper surface piece 44 portion corresponding to the cutout surface 42a portion of the end portion of the beam 3a, 4a,
A punching hole 45 having an appropriate shape is provided (the illustrated example has two rows of oval holes). When the upper surface piece 44 of the beam 4a is placed and welded to the upper piece 24a of the arm member 24, the punched hole 45 is also welded to the punched hole 45 portion to form the upper surface piece 44 and the upper piece 24a. It is for more firmly joining the Reference numeral 5 is a backing plate. When the end of the beam member 4a is joined to the arm member 24, the patch plate 5 is hung from the inner surface side of the beam member 4a or the like between the lower surface piece 42 of the beam member and the lower piece 24b of the arm member 24. Then, the lower surface piece 42 and the lower piece 24b are welded and joined (see FIG. 4). As a result, the beam 4a can be joined to the arm member 24 on all sides thereof, and no rigidity problem occurs. Reference numeral 51 is a punching hole provided for the same purpose as the punching hole 45 of the beam 4a. Depending on the dimension settings of the beam 4a and the armor 24, the beam 4a
In some cases, the lower surface piece 42 and the lower piece 24b of the arm member 24 may be flush with each other. In such a case, the backing plate 5 is formed into a flat plate without using a step as shown in the figure and used. Also, instead of the inner surface side, the beam 4a and the armor 24
You may make it join by welding from the outer lower surface. When assembling the frame unit 1 with the above-described structure, the elevation frame body 2 assembled in advance by an appropriate process.
The a, 2b, the floor frame body 3, and the ceiling frame body 4 are prepared, and the elevation frame bodies 2a, 2b are opposed to each other at a set interval dimension by an unillustrated assembly supporting jig. Then, first, the floor frame body 3 is hung by an appropriate crane or the like to be conveyed and positioned between the facing upright frame bodies 2a and 2b. Next, the floor frame body 3 is hung down, and the end portions of the beam members 3a are placed and erected on the armpieces 24, 24 below the elevation frame bodies 2a, 2b. In this erection, since the lower surface piece 32 is cut out at the end of the beam 3a, the upper surface piece 34 of the beam is placed on the upper piece 24a of the armpiece 24. And the side piece 33 of the beam is the side piece of the armpiece 24.
Abut on 24c. After this installation, the armpiece 24 and the upper surface piece 34 and the side surface piece 33 of the beam 3a are welded and joined. Also, armor 2
The lower piece 24b of 4 and the lower surface piece 32 of the beam are welded and joined together using the contact plate 5 (see FIG. 4). After the above-mentioned joining of the floor frame bodies 3 is completed or after the above-mentioned transfer and placement, the ceiling frame body 4 is transported by the same means as the floor frame body 3, and the arm members above the upright frame bodies 2a and 2b. 2
Place on 4 and join in the same way. The assembly of the frame unit 1 is completed by the above work (see FIG. 3).

【考案の効果】[Effect of device]

以上詳細に説明した通り、本考案の組立構造は、腕金
物を突設してなる一対の立面フレーム体を所要間隔で対
峙させた間の前記腕金物間に平面フレーム体を架設して
天井面と床面を形成するようにした六面体からなるフレ
ームユニッとにおいて、 前記腕金物間に平面フレーム体を上方から載置架設で
きるように前記腕金物に相対する平面フレーム体の梁材
の下面片を一部切り欠いてなり、前記載置架設部分のほ
か前記切り欠いた下面片と腕金物間は当て板により接合
するようにしたので、立面フレーム体に対して床フレー
ム体,天井フレーム体等の水平フレーム体を接合する場
合、対峙する立面フレーム体間に上方から水平フレーム
体を吊り降ろすだけで立面フレーム体の腕金物に載置架
設することができる。 従って、従来のように水平フレーム体の梁材端部と腕
金物のレベルを合わせ、一方を他方に挿通して架設する
といった場合のような細かい位置合わせが不要であり、
労力を軽減して迅速に作業することができる。 また、水平フレーム体は立面フレーム体の上方から載
置設定できるので、立面フレーム体の対峙間隔は得よう
とするフレームユニットの寸法に合わせて予め設定位置
決めしておくことが可能であり、従来の上記挿通方式に
比べ作業を簡単にして精度を容易に得ることができる。 更にまた、前記切り欠いた梁材下面片は当て板で腕金
物に接合するので、切り欠くことによりユニットとして
の剛性が損なわれることはなく、また接合の為の溶接作
業等も格別の労力を要することなく実施することができ
る。
As described in detail above, the assembly structure of the present invention has a structure in which a pair of vertical frame bodies formed by projecting armpieces face each other at a required interval, and a flat frame body is installed between the armpieces to form a ceiling. In a frame unit consisting of a hexahedron so as to form a surface and a floor surface, a lower surface piece of a beam member of a flat frame body facing the arm fittings so that the flat frame body can be placed and installed between the arm fittings from above. In addition to the above-mentioned installation and erection portion, the cut-out bottom surface piece and the arm frame are joined by a backing plate, so that the floor frame body and the ceiling frame body are connected to the elevation frame body. When joining the horizontal frame bodies such as the above, the horizontal frame bodies can be placed and erected on the arm frame of the vertical frame bodies only by hanging the horizontal frame bodies from above between the facing vertical frame bodies. Therefore, it is not necessary to perform fine alignment as in the case of aligning the level of the beam member of the horizontal frame body and the level of the arm member and inserting one into the other as in the conventional case,
You can work quickly with less labor. Further, since the horizontal frame body can be placed and set from above the elevation frame body, the facing interval of the elevation frame body can be preset and positioned according to the dimensions of the frame unit to be obtained, Compared with the conventional insertion method, the work can be simplified and the accuracy can be easily obtained. Furthermore, since the cut-out beam lower surface piece is joined to the arm member with a backing plate, the rigidity as a unit is not impaired by the notch, and welding work for joining requires special labor. It can be carried out without need.

【図面の簡単な説明】[Brief description of drawings]

図はいずれも本考案の実施例に係るフレームユニットを
示すもので、 第1図はフレームユニットの組立形態を説明する全体斜
視図, 第2図は第1図における要部を拡大して示す仰視図, 第3図はフレームユニットの組立完了状態を示す斜視
図, 第4図は第3図の要部拡大仰視図である。 1……フレームユニット、2(2a,2b)……立面フレー
ム体 21……支柱、22・23……梁材 24……腕金物、24a……上片 24b……下片、24c……側片 3……床フレーム体(水平フレーム体)、4……天井フ
レーム体(水平フレーム体) 3a・4a……梁材、32・42……下面片 32a・42a……切り欠き面、33・43……側面片 34・44……上面片、5……当て板
Each of the drawings shows a frame unit according to an embodiment of the present invention. FIG. 1 is an overall perspective view for explaining an assembling form of the frame unit, and FIG. 2 is an enlarged perspective view showing an essential part of FIG. 3 and 4 are perspective views showing the assembled state of the frame unit, and FIG. 4 is an enlarged perspective view of the main parts of FIG. 1 …… Frame unit, 2 (2a, 2b) …… Elevation frame body 21 …… Posts, 22 ・ 23 …… Beam members 24 …… Brackets, 24a …… Upper piece 24b …… Lower piece, 24c …… Side piece 3 …… Floor frame body (horizontal frame body), 4 …… Ceiling frame body (horizontal frame body) 3a ・ 4a …… Beam material, 32 ・ 42 …… Bottom piece 32a ・ 42a …… Notched surface, 33・ 43 …… Side piece 34 ・ 44 …… Top piece, 5 …… Pad plate

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of utility model registration request] 【請求項1】対向する支柱間の上下を梁材で接続したフ
レーム体の一面となるそれぞれの支柱上下に腕金物を突
設した一対の立面フレーム体と、対向する側面を開口側
とした溝形鋼の一対の梁材間に横架材又は根太を架設し
て構成した一対の平面フレーム体とからなり、前記一対
の立面フレーム体を所要間隔で対峙させた間の前記上下
の腕金物間それぞれに前記平面フレーム体を架設して接
合し天井面と床面を形成するようにした六面体からなる
フレームユニットにおいて、 前記腕金物間に平面フレーム体を上方から載置架設でき
るように前記腕金物に相対する平面フレーム体の梁材の
下面片を一部切り欠いてなり、前記載置架設部分のほか
前記切り欠いた下面片と腕金物間は当て板により接合し
たことを特徴とするフレームユニットの組立構造。
1. A pair of upright frame bodies, each of which is a surface of a frame body in which upper and lower spaces between opposing columns are connected to each other by beam members, and a pair of upright frame bodies in which armpieces are projectingly provided on the upper and lower sides of the respective columns, and the opposing side faces are defined as an opening side. The upper and lower arms are composed of a pair of flat frame members constructed by laying a horizontal member or a joist between a pair of channel steel members, and the pair of vertical frame members facing each other at a required interval. In a frame unit composed of a hexahedron in which the flat frame bodies are erected and joined to each other between the metal fittings to form a ceiling surface and a floor surface, the flat frame body can be mounted and erected from above between the arm fittings. The lower surface piece of the beam member of the plane frame body facing the armor is partially cut out, and the notched lower surface piece and the armor are joined by a backing plate in addition to the installation and installation portion Assembling the frame unit Construction.
JP1990069684U 1990-06-30 1990-06-30 Frame unit assembly structure Expired - Lifetime JP2509657Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1990069684U JP2509657Y2 (en) 1990-06-30 1990-06-30 Frame unit assembly structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1990069684U JP2509657Y2 (en) 1990-06-30 1990-06-30 Frame unit assembly structure

Publications (2)

Publication Number Publication Date
JPH0428503U JPH0428503U (en) 1992-03-06
JP2509657Y2 true JP2509657Y2 (en) 1996-09-04

Family

ID=31605203

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1990069684U Expired - Lifetime JP2509657Y2 (en) 1990-06-30 1990-06-30 Frame unit assembly structure

Country Status (1)

Country Link
JP (1) JP2509657Y2 (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5837462A (en) * 1981-08-31 1983-03-04 日本電信電話株式会社 Heat recovery type air-cooled heat pump air conditioner

Also Published As

Publication number Publication date
JPH0428503U (en) 1992-03-06

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