JPH0633055Y2 - Exterior wall panel joint structure - Google Patents

Exterior wall panel joint structure

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Publication number
JPH0633055Y2
JPH0633055Y2 JP1987108155U JP10815587U JPH0633055Y2 JP H0633055 Y2 JPH0633055 Y2 JP H0633055Y2 JP 1987108155 U JP1987108155 U JP 1987108155U JP 10815587 U JP10815587 U JP 10815587U JP H0633055 Y2 JPH0633055 Y2 JP H0633055Y2
Authority
JP
Japan
Prior art keywords
wall panel
lattice beam
piece
wall
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
JP1987108155U
Other languages
Japanese (ja)
Other versions
JPS6412808U (en
Inventor
次生 米田
晃司 山口
Original Assignee
ナショナル住宅産業株式会社
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by ナショナル住宅産業株式会社 filed Critical ナショナル住宅産業株式会社
Priority to JP1987108155U priority Critical patent/JPH0633055Y2/en
Publication of JPS6412808U publication Critical patent/JPS6412808U/ja
Application granted granted Critical
Publication of JPH0633055Y2 publication Critical patent/JPH0633055Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】 〔技術分野〕 本考案は、階上、階下の外壁パネルとラチス梁とを接合
金具を用いて強固に接合でき、剛性に優れる壁体を形成
しうる外壁パネルの接合構造に関する。
[Detailed Description of the Invention] [Technical field] The present invention is to join outer wall panels that can form a wall body having excellent rigidity, by which the upper and lower floor outer wall panels and the lattice beams can be firmly joined using joining metal fittings. Regarding the structure.

〔背景技術〕[Background technology]

壁、床、屋根等をパネル体を用いて形成する乾式工法の
建築物が多用されている。又このような建築物は、通常
80〜100cmの間で定まるモジュールを基準ピッチと
して各部の寸法が定められている。
A building of a dry method in which walls, floors, roofs, etc. are formed using panel bodies is often used. Also, in such a building, the dimensions of each part are determined with a module pitch, which is usually set between 80 and 100 cm, as a reference pitch.

しかしながら、従来、このようなパネル体、例えば家屋
の外壁を形成する外壁パネルは、比較的小巾、例えば1
基準ピッチ巾ないしは2基準ピッチ巾のものが多用され
ている。
However, conventionally, such a panel body, for example, an outer wall panel forming an outer wall of a house, has a relatively small width, for example, 1
A standard pitch width or a standard pitch width of 2 is often used.

他方、このような小巾の外壁パネルを用いて、家屋の外
壁を形成するには、従来、柱、梁等を用いて骨組体を形
成した上、この骨組体に外壁パネルを組立てるか、又は
骨組体を用いることなく、接合金具によって、直接、外
壁パネルを組立てていた。
On the other hand, in order to form the outer wall of a house by using such a narrow outer wall panel, conventionally, after forming a skeleton using columns, beams, etc., the outer wall panel is assembled to this skeleton, or The outer wall panel was directly assembled by the joining metal fittings without using the skeleton.

しかしながら、骨組体を用いるものは、施工工数、部材
コストを増し、経済性に劣る。
However, the one using the frame structure is inferior in economic efficiency because of increased construction man-hours and member costs.

さらに、前記した接合金具SAは、従来、例えば第20
図に示すように、コ字形の基体SBに上下二段に、外壁
パネルPA,PBを支持する翼片SC,SDを側出して
いる。
Further, the above-described joining metal fitting SA has been conventionally used, for example, in the 20th embodiment.
As shown in the figure, wing pieces SC and SD for supporting the outer wall panels PA and PB are laterally provided on the U-shaped base body SB in upper and lower two stages.

翻って、生産設備、運送のための道路等の整備に伴い、
施工能率を高めかつ品質を向上するべく、巾寸度を基準
ピッチの3倍以上とした大型の外壁パネルが使用されつ
つある。
On the other hand, with the maintenance of production equipment, roads for transportation, etc.,
In order to improve the construction efficiency and the quality, a large outer wall panel having a width dimension of 3 times or more of the reference pitch is being used.

しかし前記接合金具SAは、小幅の外壁パネルPA、P
Bでは使用しうるとはいえ、該金具SAは側方が開放さ
れ、剛性に劣るため、重量の大な大型の外壁パネルの場
合には、接合金具SAに作用する力が過大となる。また
外壁パネルも上下間が連続してはおらず、外壁パネルP
A、PBには、屋根等からの軸力によって大きな曲げ応
力が作用することとなるなど、このような大型のパネル
への使用は困難となる。
However, the joint metal SA is made up of narrow width outer wall panels PA, P.
Although the metal fitting SA can be used in B, the metal fitting SA is open on the side and inferior in rigidity, so that the force acting on the joining metal fitting SA becomes excessive in the case of a large and large outer wall panel. Also, the outer wall panel is not continuous between the top and bottom, and the outer wall panel P
A large bending stress acts on A and PB due to the axial force from the roof and the like, which makes it difficult to use for such a large panel.

さらに大型の外壁パネルを用いる場合において、天井と
その上方の床パネルとの間の寸法を、騒音防止、天井裏
換気等のために大とするべく外壁パネル間の高さが大き
くなる場合がある。このようなときには、前記問題点が
増巾する。
When using a larger outer wall panel, the height between the outer wall panels may become large in order to increase the size between the ceiling and the floor panel above it for noise prevention and ventilation above the ceiling. . In such a case, the above-mentioned problems are exacerbated.

〔考案の目的〕[Purpose of device]

本考案は、階上、階下の外壁パネル間に介在するラチス
梁を、外壁パネルとともに接合することを基本として、
外壁パネルとラチス梁とを一体に強固に接続でき、家屋
の剛性、強度を高めるとともに、天井と床との間の寸法
の比較的自由な設定を可能とする外壁パネルの接合構造
の提供を目的としている。
The present invention is based on the fact that the lattice beams, which are interposed between the outer wall panels above and below the floor, are joined together with the outer wall panels.
The purpose of the present invention is to provide a joint structure for the outer wall panel that allows the outer wall panel and the lattice beam to be firmly connected together, increasing the rigidity and strength of the house and allowing the dimensions of the ceiling and floor to be relatively freely set. I am trying.

〔考案の開示〕[Disclosure of device]

本考案は、向き合う側面間に形成した間隙又は側面を直
角とすることによりその入隅コーナ部がなす間隙を有し
て横又は直角に配されるラチス梁、このラチス梁の下面
に側面を上下に揃えて配される階下の外壁パネル、およ
び前記ラチス梁の上面に側面を上下に揃えて配される階
上の外壁パネルを、ラチス梁の側面に接しかつボルト止
めされるとともに該ラチス梁から上、下に突出する支持
片を有する接合金具の前記支持片を、前記ラチス梁上に
配される前記階上の外壁パネルの側面下方部と、ラチス
梁下面に配する前記階下の外壁パネルの側面上方部とに
ボルト止めすることにより接合してなる外壁パネルの接
合構造である。
The present invention is a lattice beam that is disposed laterally or at a right angle with a gap formed between facing side faces or a side face having a right angle, and a gap formed by the entry corner corners thereof. The outer wall panel of the lower floor, which is arranged in line with the Lattice beam, and the outer wall panel of the upper floor, which is arranged with the side faces vertically aligned on the upper surface of the lattice beam, are in contact with the side faces of the Lattice beam and are bolted to the lattice beam. The supporting piece of the joining metal fitting having a supporting piece projecting upward and downward, the side surface lower part of the outer wall panel on the floor arranged on the lattice beam, and the outer wall panel on the lower floor arranged on the lower surface of the lattice beam. The outer wall panel is joined to the upper side portion by bolting.

以下、第1、2図に示すように、外壁パネルPと、ラチ
ス梁Rと、接合金具Sとを用いて、布基礎B上に家屋の
外壁体を形成した場合を例にとり、本考案の一実施例を
図面に基づき説明する。
Hereinafter, as shown in FIGS. 1 and 2, the case where the outer wall of the house is formed on the cloth foundation B by using the outer wall panel P, the lattice beam R, and the joining metal fitting S will be described as an example. An embodiment will be described with reference to the drawings.

なお第1図は外壁体の外観を示し、又第2図は、外壁パ
ネルPを、面材等が添設されない枠組Fの状態で示して
いる。
Note that FIG. 1 shows the outer appearance of the outer wall body, and FIG. 2 shows the outer wall panel P in a state of a frame F to which no face material is attached.

前記接合金具Sは、向き合う側面間に形成した間隙を有
して横に配されるラチス梁R、Rと、このラチス梁R、
Rの下面に側面を上下に揃えて配される階下の外壁パネ
ルP、Pと、ラチス梁R、Rの上面に側面を上下に揃え
て配される階上の外壁パネルP、Pとを一体に接合する
ことにより大きな面積の平面状の壁体を形成する中間の
接合金具S1、および側面を直角とすることによりその
入隅コーナ部がなす間隙を有して直角に配されるラチス
梁R、Rと、その下面、上面に側面を上下に揃えて配さ
れる階下、階上の外壁パネルP、Pとを家屋のコーナ部
C1、C2において一体に接合する隅の接合金具S2を
含む。又一直線状に階上で隣り合う外壁パネルPの上方
部は他の上中間の接合金具S3により、直角に交わる階
上の外壁パネルPの上方部は上隅の接合金具S4により
接続されるとともに、一直線状又は直角に階下で隣り合
う外壁パネルPの下方部は接合金具S5、S6によっ
て、夫々基礎Bに結合される。
The joining metal fitting S includes lattice beams R, R arranged laterally with a gap formed between facing side surfaces, and the lattice beams R,
Outer wall panels P, P arranged below the lower surface of R with the side surfaces aligned vertically and outer wall panels P, P arranged above the upper surface of the lattice beams R, R with the side surfaces aligned vertically are integrated. Lattice beam R, which is arranged at a right angle with a gap formed by the corners of the corners of the joint metal fitting S1 that forms a planar wall body with a large area by joining , R and the lower and upper floors of the lower and upper surfaces of which the side surfaces are aligned vertically are integrally connected to each other at the corners C1 and C2 of the house. Further, the upper portions of the outer wall panels P adjacent to each other in a straight line are connected by the other upper middle joining metal fittings S3, and the upper portions of the upper outer wall panels P intersecting at right angles are connected by the upper metal fittings S4. The lower portions of the outer wall panels P that are adjacent to each other in a straight line or at a right angle downstairs are joined to the foundation B by joining metal fittings S5 and S6, respectively.

前記外壁パネルPは、コーナ部C1側に位置して階上の
窓付きの壁部分を形成しかつ枠組F1を有する外壁パネ
ルP1と、ラチス梁Rを挟んでその下方に位置し開口部
を有しない壁部分を形成しかつ枠組F2を有する外壁パ
ネルP2と、他のコーナ部C2側に位置して開口部のな
い壁部分を形成しかつ枠組F3を有する外壁パネルP3
と、その下方の窓付きの壁部分を形成しかつ枠組F4を
有する外壁パネルP4の4種類を含んでいる。なお外壁
パネルは外壁パネルPと、又枠組は枠組Fと総称する。
The outer wall panel P is located on the corner C1 side and forms a wall portion with a window on the upper floor and has an outer frame panel F1 and an opening located below the lattice beam R with the lattice beam R interposed therebetween. An outer wall panel P2 that forms a wall portion that does not have a frame F2 and an outer wall panel P3 that forms a wall portion that is located on the other corner C2 side and has no opening and that has a frame F3.
And an outer wall panel P4 that forms a wall portion with a window therebelow and has a framework F4. The outer wall panel is generally referred to as an outer wall panel P, and the framework is collectively referred to as a frame F.

第3、4図は、外壁パネルP1を、第5図は外壁パネル
P4を示しており、以下第3、4図の外壁パネルP1に
ついて説明する。
3 and 4 show the outer wall panel P1 and FIG. 5 shows the outer wall panel P4. The outer wall panel P1 of FIGS. 3 and 4 will be described below.

外壁パネルP1は、上枠材2、下枠材3間に縦枠材4、
5を架け渡すとともに、向き合う縦枠材4、5間に、各
一対の上の斜材6、6と下の斜材7、7とを架設した枠
組F1を具え、又本実施例では各外壁パネルPは基準ピ
ッチMの4倍巾を有する大型のパネル体として形成され
る。
The outer wall panel P1 includes a vertical frame member 4 between the upper frame member 2 and the lower frame member 3,
5 includes a frame F1 in which a pair of upper diagonal members 6 and 6 and lower diagonal members 7 and 7 are installed between the vertical frame members 4 and 5 facing each other, and in the present embodiment, each outer wall. The panel P is formed as a large panel body having a width four times the reference pitch M.

前記上枠材2、下枠材3、縦枠材4、5、斜材6、7
は、いずれも、ウエブ21の両側縁にフランジ22、2
2を設けた断面同形の溝型鋼を用いており、又上枠材
2、下枠材3は基準ピッチMの約4倍長さを有するとと
もに、その溝を対向させ上下に配される。又上枠材2、
下枠材3間には、その両端に、前記縦枠材4、4をその
溝部を向き合わせて架設されるとともに、縦枠材4から
夫々基準ピッチMを隔てる位置に、縦枠材5、5を溝部
を外向きに架け渡す。
The upper frame member 2, the lower frame member 3, the vertical frame members 4, 5, the diagonal members 6, 7
Are both flanges 22, 2 on both side edges of the web 21.
The grooved steel having the same cross-section provided with 2 is used, and the upper frame member 2 and the lower frame member 3 have a length of about 4 times the reference pitch M, and are arranged vertically with their grooves facing each other. In addition, the upper frame material 2,
Between the lower frame members 3, both ends of the vertical frame members 4, 4 are erected so that their groove portions face each other, and the vertical frame members 5, 5 are provided at positions separating the reference pitch M from the vertical frame members 4, respectively. Strand 5 over the groove.

なお各縦枠材5の下端には、第4図に例示するごとく、
ネジ孔を中央に設ける端板24が直角にかつ下端からは
み出させて溶着される。又縦枠材5には、その上方に、
ウエブ21を穿孔したまぐさ部材8取付け用の2つの孔
部25、25を設けている。なお他の外壁パネルP2〜
P4の縦枠材5には、この孔部25は穿設されていな
い。
At the lower end of each vertical frame member 5, as illustrated in FIG.
An end plate 24 having a screw hole in the center is welded at a right angle and protruding from the lower end. Also, the vertical frame member 5 has
Two holes 25, 25 for attaching the lintel member 8 obtained by punching the web 21 are provided. In addition, other outer wall panels P2
The hole 25 is not formed in the vertical frame member 5 of P4.

又前記上枠材2と下枠材3とには、両端と両端から基準
ピッチMを隔てる位置、即ち縦枠材4、5と交わる各位
置にネジ孔26……、27……を設ける。なお上枠材2
の全てのネジ孔及び下枠材3の縦枠材5が設けられない
位置のネジ孔は、いずれも、ウエブ21に、その内面に
溶着されたナットに通じる孔を設けることにより形成さ
れ、又下枠材3の縦枠材5の位置では、前記端板24の
ネジ孔に位置合わせした孔を設けることにより夫々形成
される。
Further, the upper frame member 2 and the lower frame member 3 are provided with screw holes 26 ... 27 At positions where the reference pitch M is separated from both ends, that is, each position where the vertical frame members 4 and 5 intersect. Upper frame material 2
All the screw holes and the screw holes of the lower frame member 3 at positions where the vertical frame member 5 is not provided are formed by providing the web 21 with holes communicating with the nuts welded to the inner surface thereof. The lower frame member 3 is formed at the position of the vertical frame member 5 by providing holes aligned with the screw holes of the end plate 24.

さらに両端の縦枠材4にはその上下近傍に、夫々ウエブ
21内面に溶着される板材のネジ孔に通じる孔を設ける
ことにより、上方の1つのネジ孔29と、下方の上下2
つのネジ孔30、30とを形成する。
Further, the vertical frame members 4 on both ends are provided with holes in the vicinity of the upper and lower sides thereof, respectively, which communicate with the screw holes of the plate material to be welded to the inner surface of the web 21.
One screw hole 30, 30 is formed.

さらに、端の縦枠材4と、該縦枠材4が向き合う各縦枠
材5と、該縦枠材4、5により挟まれる上枠材2、下枠
材3の各縦枠材間部分2A、2A、3A、3Aとがなす
矩形枠部分に前記斜材6、6、7、7を架設することに
よって、前記枠組F1を形成している。
Further, the vertical frame members 4 at the ends, the vertical frame members 5 facing each other, and the vertical frame members between the upper frame member 2 and the lower frame member 3 sandwiched by the vertical frame members 4 and 5. The frame F1 is formed by installing the diagonal members 6, 6, 7, 7 in a rectangular frame portion formed by 2A, 2A, 3A, and 3A.

斜材6、7は、枠材2、3、4、5と断面同形の溝形鋼
を用いるとともに、斜材6、6は、各上端を前記上枠材
2の縦枠材間部分2Aの約中央で間隙を有して並べて接
続され、又下端は、前記向き合う縦枠材4、5の約中間
高さで該縦枠材4、5に接続されることにより、斜材
6、6はハ字状に開脚する。又斜材7、7は、その上端
を、前記縦枠材4、5にかつ斜材6の下端から下方に間
隙を隔てた位置で接続され又下端は前記下枠材3の縦枠
材間部分3Aの略中央に並べて嵌着されることによって
逆ハ字状を呈しており、その結果、斜材6、7は協働し
て菱形状に上枠材2、下枠材3、縦枠材4、5を補強
し、外壁パネルPの面内耐力を高めている。なお斜材
6、7は、各縦枠材4、5と同様に、各端部にフランジ
22、22の厚さの巾狭部を形成し、該巾狭部を対向す
る枠材の溝部に嵌入した上、スポット溶接等による溶着
によって接合される。
The diagonal members 6 and 7 are made of channel steel having the same cross-section as the frame members 2, 3, 4, and 5, and the upper ends of the diagonal members 6 and 6 are located between the vertical frame members 2A of the upper frame member 2. The diagonal members 6, 6 are connected side by side with a gap at about the center, and the lower ends are connected to the vertical frame members 4, 5 at approximately the intermediate height of the facing vertical frame members 4, 5. The legs are opened in a V shape. The diagonal members 7, 7 are connected at their upper ends to the vertical frame members 4, 5 at a position below the lower ends of the diagonal members 6 with a gap therebetween, and the lower ends are between the vertical frame members of the lower frame member 3. By being fitted side by side approximately in the center of the portion 3A, it has an inverted V shape, and as a result, the diagonal members 6 and 7 cooperate to form a rhombus in the upper frame member 2, the lower frame member 3, and the vertical frame. The materials 4 and 5 are reinforced to enhance the in-plane proof stress of the outer wall panel P. The diagonal members 6 and 7 have a narrow width portion having the thickness of the flanges 22 and 22 formed at each end similarly to the vertical frame members 4 and 5, and the narrow width portions are formed in the groove portions of the opposing frame materials. After being fitted, they are joined by welding such as spot welding.

又外壁パネルP1は、前記の如く窓を有する壁部分形成
用のパネル体であって、前記縦枠材5、5間において、
基準ピッチMの2倍巾の前記窓を形成しうる。さらにこ
の窓上方の上枠材2の中央でも、第2図に例示するよう
に、屋根枠RFの荷重をうけうるべく、該上枠材2を、
縦枠材5、5間で補強するまぐさ部材8が、上枠材2の
下面に固定され、又、上枠材2の下面中央には、まぐさ
部材8を取付ける取付金具31が固定される。
Further, the outer wall panel P1 is a panel body for forming a wall portion having a window as described above, and between the vertical frame members 5 and 5,
The window having a width twice the reference pitch M can be formed. Further, even in the center of the upper frame member 2 above the window, as shown in FIG. 2, in order to receive the load of the roof frame RF, the upper frame member 2 is
A lintel member 8 that reinforces between the vertical frame members 5 and 5 is fixed to the lower surface of the upper frame member 2, and a mounting bracket 31 to which the lintel member 8 is attached is fixed to the lower surface center of the upper frame member 2. It

取付金具31は、第4図に示すごとく、上枠材2のフラ
ンジ22、22内面に溶着される側片下面にフランジ2
2、22の下端と同高の水平片を設けたコ字状をなし、
又水平片にはその上面に溶着したナットに通じる孔から
なるネジ孔32を設けている。
As shown in FIG. 4, the mounting bracket 31 has a flange 2 on the lower surface of the side piece that is welded to the flanges 22 and 22 of the upper frame member 2.
It has a U-shape with horizontal pieces of the same height as the lower ends of 2 and 22,
Further, the horizontal piece is provided with a screw hole 32, which is a hole communicating with a nut welded on the upper surface thereof.

前記まぐさ部材8は、前記ウエブ21と同幅の上片33
A、下片33Bの一側縁に両者をつなぐ立片33Cを設
けかつ他側縁に向き合う側に突出する突片33D、33
Dを設けたリップ付き溝型材からなる基体33の両端
に、その溝部を閉止する端板35、35を設けている。
又まぐさ部材8は、前記立片33Cが上片33Aの2倍
程度の広幅であることによって、上枠材2よりも大なる
曲げ剛性を有する。前記上片33Aにはその中央に、前
記ネジ孔32と位置合わせされる孔部32Aを設けると
ともに、端板35にも縦枠材5上方の孔部25と位置合
わせしうる孔部25A、25Aを並設する。
The lintel member 8 has an upper piece 33 having the same width as the web 21.
A, a protruding piece 33D, 33 provided with a standing piece 33C that connects the lower piece 33B to one side edge and projects to the side facing the other side edge
End plates 35, 35 for closing the groove portions are provided at both ends of a base body 33 made of a grooved member with a lip provided with D.
Further, the lintel member 8 has a bending rigidity greater than that of the upper frame member 2 because the standing piece 33C is about twice as wide as the upper piece 33A. The upper piece 33A is provided at its center with a hole portion 32A aligned with the screw hole 32, and the end plate 35 is also aligned with the hole portion 25 above the vertical frame member 5 through the hole portions 25A, 25A. Side by side.

従ってまぐさ部材8は、ネジ孔32、孔部32A、孔部
25、25Aを夫々通るボルトを用いて結合されること
により、上枠材2の下面にまぐさ部材8を固定でき、上
枠材2を前記縦枠材5、5間で補強することによって曲
げ剛さを高めている。
Therefore, the lintel member 8 can be fixed to the lower surface of the upper frame member 2 by being coupled with the bolts that pass through the screw hole 32, the hole portion 32A, and the hole portions 25 and 25A, respectively. The bending rigidity is increased by reinforcing the member 2 between the vertical frame members 5 and 5.

さらに枠組F1には前記上枠材2、下枠材3を斜材6、
6、7、7の前記各間隙で垂直につなぐ補強材36、3
6を架け渡す。又縦枠材4、5間には、該縦枠材5、5
をつなぐ上材37A、下材37B及びその両端を縦枠材
5の側面に接してつなぐ垂直材37Cとからなる窓サッ
シ取付用の矩形枠37を取付ける。又前記上材37Aと
まぐさ部材8との間及び下材37Bと下枠材3との間に
も夫々垂直な補助材37D…、37E…を一定ピッチで
介在させる。前記補強材36、矩形枠37、補助材37
D、37Eには、前記枠組F1と同幅の木質材を用いて
いる。さらに、中央で向き合う補助材37D、37D間
にはガラリ枠39を取付ける。
Further, in the frame F1, the upper frame member 2, the lower frame member 3 and the diagonal member 6,
Reinforcing members 36, 3 that vertically connect at the above-mentioned gaps 6, 7, and 7
Cross over 6. In addition, between the vertical frame members 4 and 5, the vertical frame members 5 and 5 are
A rectangular frame 37 for attaching a window sash, which is composed of an upper member 37A for connecting the above and a lower member 37B, and a vertical member 37C for connecting both ends thereof to the side surfaces of the vertical frame member 5 for connection, is attached. Further, vertical auxiliary members 37D ..., 37E ... Are also interposed at a constant pitch between the upper member 37A and the lintel member 8 and between the lower member 37B and the lower frame member 3, respectively. The reinforcing member 36, the rectangular frame 37, the auxiliary member 37
Wood materials having the same width as the frame F1 are used for D and 37E. Further, a louver frame 39 is attached between the auxiliary members 37D, 37D facing each other in the center.

又枠組F1には、前記矩形枠37の開口部を残して、2
層の断熱材40、40を充填するとともに、枠組F1の
外面を覆い防湿シート40Aが貼着される。
In the frame F1, the opening of the rectangular frame 37 is left and
40 A of moisture-proof sheets are stuck while filling the heat insulating material 40 of a layer and covering the outer surface of the framework F1.

さらに前記縦枠材4、5の外面には、該縦枠材4、5に
取付き上下にのびる下地材41…を介して、外壁をなす
面材42、内壁をなす面材43が添設される。下地材4
1を介在させることにより、屋外側には、前記下地材4
1の厚さの上下にのびる空隙G1が形成される。なお室
内側では、前記断熱材40は、面材43の内面まで下地
材41をこえて充填されるとともに、室内側では、下地
材41、41間を結ぶ継ぎ材44を、上枠材2、下枠材
3に添設される。
Further, on the outer surface of the vertical frame members 4 and 5, a surface member 42 forming an outer wall and a surface member 43 forming an inner wall are additionally provided via a base material 41 which is attached to the vertical frame members 4 and 5 and extends vertically. To be done. Base material 4
By interposing 1, the above-mentioned base material 4 is provided on the outdoor side.
A gap G1 that extends above and below the thickness of 1 is formed. On the indoor side, the heat insulating material 40 is filled to the inner surface of the face material 43 over the base material 41, and on the indoor side, the joint material 44 connecting the base materials 41 and 41 is connected to the upper frame member 2, It is attached to the lower frame member 3.

このように、外壁パネルP1は、広い窓用の開口部を有
するときにも、まぐさ部材8によって、補強されること
により、例えば第2図に示す屋根枠RF等による垂直、
荷重を窓上方の上枠材2に分担させうる。さらに第19
図に示す、上枠材AA、縦枠材ABを、トラス状に継ぐ
補強斜材ACと、その下方で縦枠材AB間を連結する横
材ADとを用いて補強するものでは、開口部上方の上枠
材AAと横材ADとの間の高さAHが大となるのに対し
て、まぐさ部材8は小高さh1であることにより、窓上
方の垂壁の高さを減じることができる。従って、前記矩
形枠37の寸法、取付け高さを自在に調節でき、部屋環
境にあった高さ、寸法の窓の形成が容易となる。なお外
壁パネルP1を階下のパネルとしても用いることもで
き、そのときまぐさ部材8が小高さh1であることによ
り、出入口の開口部をも形成しうることとなる。
As described above, the outer wall panel P1 is reinforced by the lintel member 8 even when it has an opening for a wide window, so that the outer wall panel P1 is vertical by the roof frame RF shown in FIG.
The load can be shared by the upper frame member 2 above the window. Further 19th
In the case where the upper frame member AA and the vertical frame member AB are reinforced by using a reinforcing diagonal member AC that is connected in a truss shape and a horizontal member AD that connects the vertical frame members AB below the upper frame member AA, the openings are provided. The height AH between the upper frame member AA and the horizontal member AD is large, while the lintel member 8 has a small height h1 to reduce the height of the hanging wall above the window. You can Therefore, the size and mounting height of the rectangular frame 37 can be freely adjusted, and it becomes easy to form a window having a height and size suitable for the room environment. The outer wall panel P1 can also be used as a downstairs panel, and since the lintel member 8 has a small height h1 at that time, an opening for the entrance can also be formed.

又第5図は、前記のように、外壁パネルP4を示してお
り、上方の前記ラチス梁Rが荷重力を分担できることに
より、前記まぐさ部材8を用いることなく、窓形成用の
矩形枠37と上枠材2とを直接補助材37Dによって連
結している。
Further, FIG. 5 shows the outer wall panel P4 as described above, and since the upper lattice beam R can share the load force, the rectangular frame 37 for window formation can be formed without using the lintel member 8. And the upper frame member 2 are directly connected by the auxiliary member 37D.

なお、外壁パネルPは、第2図の外壁パネルP2、P3
のように、上枠材2、下枠材3間に、縦枠材4、5に加
えて中央にも縦枠材9を設けることもできる。又枠組F
2、F3には、各縦枠材4、6、9間に補強材36を設
けている。
The outer wall panel P is the outer wall panel P2, P3 of FIG.
As described above, in addition to the vertical frame members 4 and 5, the vertical frame member 9 can be provided in the center between the upper frame member 2 and the lower frame member 3. Frame F
The reinforcing members 36 are provided between the vertical frame members 4, 6 and 9 at 2 and F3.

さらに枠組F2のように、中央の縦枠材9と内の縦枠材
5との間に斜材6、7を設けることもでき、又枠組F3
のように、一方の外の縦枠材4とそれに向き合う内の縦
枠材5との間のみに設けることもできる。
Further, as in the frame F2, diagonal members 6 and 7 may be provided between the central vertical frame member 9 and the inner vertical frame member 5, or the frame F3.
As described above, it may be provided only between one outer vertical frame member 4 and the inner vertical frame member 5 facing it.

階上、階下の外壁パネルP、Pの間には、前記のよう
に、ラチス梁Rを介在させる。
The lattice beam R is interposed between the outer wall panels P, P on the upper and lower floors as described above.

ラチス梁Rは、第2図、第6、7図に示すごとく、本例
では、前記外壁パネルPの巾と同長であって、基準ピッ
チMの4倍長さを有するとともに、上弦材12、下弦材
13間に、竪材14…、15…を架け渡し、又隣り合う
竪材14…、15…間にラチス16…を架設している。
As shown in FIGS. 2, 6 and 7, the lattice beam R has the same length as the width of the outer wall panel P, is four times as long as the reference pitch M, and the upper chord member 12 in this example. , 15 ... are bridged between the lower chord members 13, and the lattices 16 are installed between the adjacent vertical members 14 ..., 15 ...

又上弦材12、下弦材13、竪材14、15、ラチス1
6は、いずれもウエブ21の両側縁にフランジ22、2
2を具える、前記外壁パネルPの枠材2、3…と断面同
一の溝形鋼を用いて形成される。
Upper chord member 12, lower chord member 13, vertical members 14, 15, lattice 1
6 are flanges 22, 2 on both side edges of the web 21.
, Which is the same as the frame members 2, 3, ... Of the outer wall panel P and has the same cross section.

上弦材12、下弦材13は、溝部を向き合わせて上下に
配されるとともに、その両端部には、外の竪材14、1
4を架け渡す。又竪材14、14間には、該竪材14か
ら各基準ピッチMを隔てる位置に竪材15、15、15
を架設することによって、竪材14…、15…は、夫々
外壁パネルPの縦枠材4、5、9と略同一の垂直線上の
位置に配設されることとなる。
The upper chord member 12 and the lower chord member 13 are arranged vertically with the grooves facing each other, and the outer vertical members 14, 1 are provided at both ends thereof.
Cross 4 Further, the vertical members 15, 15, 15 are provided between the vertical members 14, 14 at positions where the respective reference pitches M are separated from the vertical members 14.
By installing the vertical members 14, ..., 15 ..., The vertical members 14, ..., 15 are arranged at positions substantially on the same vertical line as the vertical frame members 4, 5, 9 of the outer wall panel P, respectively.

又竪材15…は、ウエブ21、21をボルト取付用の間
隙を隔てて背中合わせとした2本の竪片51、51を具
えるとともに、竪片51、51間中央部を平板状の継ぎ
片52を連結し、さらに上端には、ウエブ21、21に
溶着される側片上端を上片により連結したコ字片53が
取付けられる。なおコ字片53の上片には孔を設けてい
る。
The vertical material 15 has two vertical pieces 51, 51, which are back-to-back with the webs 21, 21 separated by a gap for bolt mounting, and have a flat plate-shaped joint piece at the central portion between the vertical pieces 51, 51. 52 is connected, and further, a U-shaped piece 53 is attached to the upper end, the upper end of the side piece welded to the webs 21, 21 being connected by the upper piece. A hole is provided in the upper piece of the U-shaped piece 53.

さらに前記ラチス16は、各隣り合う縦枠材14…、1
5…において、上端が一方の竪材14又は15の上端に
向かい、又下端は、他方の竪材14又は15の下端に向
かって夫々上枠材12、下弦材13に、しかも該ラチス
16が山形状に交互に傾斜するように、順次傾斜方向を
違えて取付けられている。なお、竪材14、15、ラチ
ス16は、上下端の巾狭部を上枠材12、下枠材13の
溝部に嵌合させかつスポット溶接等による溶着によって
接続している。
Further, the lattices 16 are formed by adjoining vertical frame members 14 ...
5, the upper end is directed toward the upper end of one of the vertical members 14 or 15 and the lower end is directed toward the lower end of the other vertical member 14 or 15 on the upper frame member 12, the lower chord member 13 and the lattice 16 respectively. It is attached so that the direction of inclination is changed so that it inclines alternately in a mountain shape. It should be noted that the vertical members 14, 15 and the lattice 16 have the narrow portions at the upper and lower ends fitted into the groove portions of the upper frame member 12 and the lower frame member 13 and are connected by welding by spot welding or the like.

さらに、上弦材12、下弦材13には、そのウエブ21
に、前記外壁パネルPの上枠材2、下枠材3に設けるネ
ジ孔26…、27…と位置合わせしうる孔部26A…、
27A…を設ける。なお竪材15の上下に位置する孔部
26A、27Aには、その両側に小距離を隔てる孔部2
6B、27Bを形成する。
Further, the upper chord member 12 and the lower chord member 13 have the web 21
, Hole portions 26A ... Which can be aligned with the screw holes 26, ..., 27 provided in the upper frame member 2 and the lower frame member 3 of the outer wall panel P.
27A ... is provided. The hole portions 26A, 27A located above and below the vertical material 15 have hole portions 2 on both sides thereof with a small distance therebetween.
6B and 27B are formed.

さらに竪材14のウエブ21、即ちラチス梁Rの側面に
は、3つの孔部54…を設け、又フランジ22、22の
略中間高さにも3つの孔部55…を上下に並設してい
る。
Further, the web 21 of the vertical material 14, that is, the side surface of the lattice beam R is provided with three hole portions 54, and three hole portions 55 are also vertically arranged at substantially the intermediate height of the flanges 22, 22. ing.

このようなラチス梁Rと、前記階上、階下の外壁パネル
P、Pとは、側面を上下に揃えてボルト結合されるとと
もに、横又は直角に配されるラチス梁R、Rの側面間に
形成した間隙又は入隅コーナ部がなす間隙に配される接
合金具Sによって、横又は直角に配されるラチス梁R、
Rと、その下面に配される階下の外壁パネルP、Pと、
ラチス梁R、R上面に配される階上の外壁パネルP、P
とを接合し、家屋の外壁部分を形成する。
Such a lattice beam R and the outer wall panels P, P on the upper and lower floors are bolted together with their side faces aligned vertically, and between the side faces of the lattice beams R, R arranged laterally or at a right angle. Lattice beams R arranged laterally or at a right angle by the joining metal fittings S arranged in the formed gap or the gap formed by the corner corners,
R and downstairs outer wall panels P, P arranged on the lower surface thereof,
Exterior wall panels P, P on the upper surface of the lattice beams R, R
Are joined together to form the outer wall of the house.

又接合金具Sは、前記の如く、横に並ぶラチス梁R、
R、および階上、階下の外壁パネルP…を接合する中間
の接合金具S1、並びに直角に配されるラチス梁R、
R、および階上、階下の外壁パネルP…を接合する隅の
接合金具S2を含むとともに、さらに上中間、上隅、下
中間、下隅の接合金具S3〜S6を併用している。
Further, the joint fitting S is, as described above, the lattice beams R, which are arranged side by side,
R, an intermediate joint metal fitting S1 for joining the upper and lower floor outer wall panels P ..., and a lattice beam R arranged at a right angle,
R, and the joining metal fitting S2 of the corner which joins the outer wall panels P of the upper and lower floors are included, and the joining metal fittings S3 to S6 of the upper middle, the upper corner, the lower middle, and the lower corner are used together.

中間の接合金具S1は、第8〜9図に示すごとく、縦長
の基片10の両側縁に支持片11、11を夫々直角に設
けたコ字状をなし、又本例では、基片10には床梁Kを
取付けうる。
As shown in FIGS. 8 to 9, the intermediate joint metal fitting S1 has a U-shape in which supporting pieces 11, 11 are provided at right angles on both side edges of a vertically long base piece 10, and in this example, the base piece 10 is provided. A floor beam K can be attached to the.

前記支持片11は、ラチス梁Rの高さh2よりも長尺の
矩形板であって、又支持片11、11には、前記高さh
2を隔てて該支持片11、11を連結する継ぎ片11
A、11Aを設けている。なお、継ぎ片11Aには、電
気コード等を通す孔11Bを設ける。従って、支持片1
1は、ラチス梁Rの側面、即ち竪材14のウエブ21に
接することによって該ラチス梁Rから上下に突出する突
出部61、62を形成する。又上の突出部61は、前記
ラチス梁Rの上面に配される階上の外壁パネルPの側面
下方部、即ち縦枠材4のウエブ21下方部と当接し、又
下の突出部62は、ラチス梁Rの下面に配する階下の外
壁パネルPの側面上方部、即ち前記縦枠材4のウエブ2
1上方部に接する。
The support piece 11 is a rectangular plate longer than the height h2 of the lattice beam R, and the support pieces 11 and 11 have the height h.
A joint piece 11 that connects the support pieces 11 and 11 with each other at two intervals.
A and 11A are provided. The joint piece 11A is provided with a hole 11B through which an electric cord or the like passes. Therefore, the support piece 1
1 forms protrusions 61 and 62 that vertically protrude from the lattice beam R by contacting the side surface of the lattice beam R, that is, the web 21 of the vertical material 14. Further, the upper protruding portion 61 abuts a lower side surface portion of the upper outer wall panel P arranged on the upper surface of the lattice beam R, that is, a lower portion of the web 21 of the vertical frame member 4, and the lower protruding portion 62 is , The upper part of the side surface of the downstairs outer wall panel P arranged on the lower surface of the lattice beam R, that is, the web 2 of the vertical frame member 4.
1 Touch the upper part.

さらに前記支持片11、11には、前記継ぎ片11A、
11Aをラチス梁Rの上下に合わせてラチス梁Rの側面
と接した状態において、該竪材14の孔部54と位置合
わせしうる孔部54A…を設けている。又突出部61、
62には、夫々外壁パネルPの縦枠材4の上方部、下方
部に設けたネジ孔29、30と位置合わせしうる孔部2
9A、30Aを穿設する。
Further, the support pieces 11, 11 include the joint pieces 11A,
In a state where 11A is aligned with the upper and lower sides of the lattice beam R and is in contact with the side surface of the lattice beam R, hole portions 54A ... Which can be aligned with the hole portion 54 of the vertical material 14 are provided. In addition, the protrusion 61,
In the reference numeral 62, a hole portion 2 that can be aligned with the screw holes 29 and 30 provided in the upper portion and the lower portion of the vertical frame member 4 of the outer wall panel P, respectively.
Drill 9A and 30A.

従って、突出部61、62の孔部29A、30Aを通り
ネジ孔29、30にボルトを螺入し、又孔部54A、5
4を通るボルトをナット締めすることによって、階上、
階下で各隣り合う外壁パネルP、Pとラチス梁Rとは、
該接合金具S1を介して一体にボルト止めされ、平面を
なす壁体を形成できる。
Therefore, the bolts are screwed into the screw holes 29, 30 through the holes 29A, 30A of the protrusions 61, 62, and the holes 54A, 5A
By tightening the bolts passing through 4, tighten the nuts,
The outer wall panels P, P and the lattice beam R that are adjacent to each other downstairs are
It can be integrally bolted through the joining metal fitting S1 to form a flat wall body.

さらに前記基片10に形成した孔部63…によって、前
記床梁Kを固定する。
Further, the floor beams K are fixed by the holes 63 formed in the base piece 10.

床梁Kは、第9図に示すごとく、前記基片10よりもや
や広巾の上片64A、下片64Bの中央を立片64Cで
連結したI形鋼からなる基体の端部に、前記孔部63と
位置合わせしうる孔部を穿設した端板64Dを直角に設
けており、孔部63を通るボルト、ナットによって、該
床梁Kを、ラチス梁Rと直角に前記基片10に固定でき
る。なお端板64Dには、立片64Cとの交わり部に、
ブレース(図示せず)取付け用の取付片65を設けてい
る。
As shown in FIG. 9, the floor beam K has the above-mentioned hole at the end of the base made of I-shaped steel in which the centers of the upper piece 64A and the lower piece 64B, which are slightly wider than the base piece 10, are connected by the standing piece 64C. An end plate 64D having a hole that can be aligned with the portion 63 is provided at a right angle, and the floor beam K is attached to the base piece 10 at a right angle to the lattice beam R by a bolt and a nut passing through the hole 63. Can be fixed. In addition, the end plate 64D, at the intersection with the standing piece 64C,
A mounting piece 65 for mounting a brace (not shown) is provided.

なお前記ラチス梁Rの竪材14の孔部55によって、ラ
チス梁Rの内面に沿いかつ前記床梁Kの上片64Aと同
高の水平片67を有する床受69をボルト止めし、該水
平片67によって、床パネルFPの端部を載置する。
The hole 55 of the vertical member 14 of the lattice beam R bolts a floor support 69 having a horizontal piece 67 along the inner surface of the lattice beam R and having the same height as the upper piece 64A of the floor beam K, and The end of the floor panel FP is placed by the piece 67.

前記接合金具S2は、第10、11図に詳示するごと
く、基片10の一側縁に支持片11を設けたアングル状
をなし、又基片10も支持片11として機能することに
よって、外壁パネルP、ラチス梁Rを直角に接合でき
る。
As shown in detail in FIGS. 10 and 11, the joining metal member S2 has an angled shape in which a support piece 11 is provided on one side edge of the base piece 10, and the base piece 10 also functions as the support piece 11. The outer wall panel P and the lattice beam R can be joined at a right angle.

さらにラチス梁Rの高さh2を隔てかつ電気コード等を
通る孔部11Bを有する継ぎ片11Aにより、基片1
0、支持片11を継ぐ。
Further, the base piece 1 is provided by a joint piece 11A having a hole portion 11B which is separated from the height h2 of the lattice beam R and passes through an electric cord or the like.
0, continue the support piece 11.

又基片10、支持片11は、前記接合金具S1の支持片
11と同長であり、従って、基片10、支持片11は、
上の継ぎ片11A上方で上の突出部61を、下の継ぎ片
11A下方で下の突出部62を夫々形成できるととも
に、同一の高さ位置に夫々孔部29A、30A、54A
を同様に穿設している。これによって、コーナ部C1、
C2において、ラチス梁Rを、その上下の外壁パネル
P、Pとともに一体にボルト止めできる。
Further, the base piece 10 and the support piece 11 have the same length as the support piece 11 of the joining fitting S1. Therefore, the base piece 10 and the support piece 11 are
An upper protrusion 61 can be formed above the upper joint piece 11A, and a lower protrusion 62 can be formed below the lower joint piece 11A, and holes 29A, 30A, 54A can be formed at the same height position.
Are similarly drilled. As a result, the corner portion C1,
At C2, the lattice beam R can be integrally bolted together with the upper and lower outer wall panels P, P.

なお第11図に示すごとく、ラチス梁Rの前記竪材14
の孔部55を利用して、ブレース取付け用の取付片65
と、水平片67を具える床受69とがボルト止めされ
る。
In addition, as shown in FIG. 11, the vertical member 14 of the lattice beam R is used.
Attaching piece 65 for attaching the brace using the hole 55 of
And the floor support 69 including the horizontal piece 67 are bolted.

又階上の外壁パネルの上端は、上中間、上隅の接合金具
S3、S4により接続される。
Further, the upper ends of the outer wall panels on the upper floor are connected by the joining metal fittings S3 and S4 at the upper middle and upper corners.

前記上中間の接合金具S3は、第12図に示すように、
上片70の両側縁に、階上の外壁パネルPの側面上方部
のネジ孔29を用いて該上方部を結合する垂下片71、
71を設けるとともに、該垂下片71、71の一側縁を
継ぐ継ぎ片72を設けており、又上隅の接合金具S4
は、第13図に示すように、上片70の直角を挟む2辺
に垂下片71、71を設け、前記ネジ孔29によって、
外壁パネルPの上方部を、直角にボルト結合しうる。
As shown in FIG. 12, the upper middle joining metal fitting S3 is
A hanging piece 71 for connecting the upper portion 70 with the screw holes 29 in the upper portion of the side surface of the outer wall panel P on the upper and lower sides,
71 is provided, and a connecting piece 72 that connects one side edge of the hanging pieces 71, 71 is also provided.
As shown in FIG. 13, hanging pieces 71, 71 are provided on two sides of the upper piece 70 that sandwich the right angle, and the screw holes 29
The upper portion of the outer wall panel P may be bolted at a right angle.

又階下の外壁パネルPの下方部は、下中間、下隅の接合
金具S5、S6により基礎Bに結合する。
The lower part of the outer wall panel P below the floor is connected to the foundation B by the joining metal fittings S5 and S6 at the lower middle and lower corners.

前記下中間の接合金具S5は、第14図に示すように、
基礎Bにアンカーボルト止めされる底板75に、外壁パ
ネルP、Pの側面下方部のネジ孔30により該下方部を
結合する立上げ片76、76を平行に立設しかつ該立上
げ片76の一側縁を継ぎ片77により連結している。
The lower middle joining metal fitting S5 is, as shown in FIG.
On the bottom plate 75 anchored to the foundation B by anchor bolts, the rising pieces 76, 76 connecting the lower parts of the outer wall panels P, P by the screw holes 30 on the lower side parts of the side walls are erected in parallel and the rising pieces 76. One side edge is connected by a joint piece 77.

さらに下隅の接合金具S6は、底板75に、直角に交わ
りかつ外壁パネルP下方部のネジ孔30により該パネル
Pを結合する立上げ片76、76を立設している。
Further, the joining metal fitting S6 at the lower corner is provided with standing pieces 76, 76 which intersect the right angle with the bottom plate 75 and connect the panel P by the screw holes 30 in the lower portion of the outer wall panel P.

さらにこの組立てとともに、ラチス梁Rには、第16図
に示すごとく、その外面に、厚さが小でありかつ上弦材
12、下弦材13の間を継ぐ覆板90と、該覆板90と
の間に間隙G2を介在させる幕板91とが取付けられ
る。間隙G2は、外壁パネルPの前記間隙G1と連通す
ることによって、階下から天井にいたる空気流路を形成
できる。なおラチス梁Rの内面に、通気性を有する断熱
材94が配設されることにより、小屋裏通気を行い、又
空気流により結露を防ぐ。なお階下の外壁パネルPの上
端には天井板SPを設けるとともに、ラチス梁Rの上方
部には、前記床受69で支持される前記床パネルFPが
設けられている。
In addition to this assembly, the lattice beam R has a cover plate 90 having a small thickness and connecting the upper chord member 12 and the lower chord member 13 to the outer surface thereof, as shown in FIG. A curtain plate 91 with a gap G2 interposed therebetween is attached. By communicating with the gap G1 of the outer wall panel P, the gap G2 can form an air flow path from the downstairs to the ceiling. In addition, by providing a heat insulating material 94 having air permeability on the inner surface of the lattice beam R, ventilation of the attic is performed and dew condensation is prevented by the air flow. A ceiling plate SP is provided on the upper end of the outer wall panel P below the floor, and the floor panel FP supported by the floor support 69 is provided above the lattice beam R.

さらに前記中間の接合金具S1の接続部では、第17図
に示すように、外壁パネルP、P間の間隙に断熱材95
を充填する一方、その外面には、適宜の下地材を介し
て、外壁パネルPの面材42と面一なカバー板96が取
付けられる。なお内面にも、同様なカバー板97を設け
ている。
Further, at the connecting portion of the intermediate joining metal fitting S1, as shown in FIG. 17, a heat insulating material 95 is provided in the gap between the outer wall panels P, P.
On the other hand, a cover plate 96 that is flush with the face material 42 of the outer wall panel P is attached to the outer surface of the outer wall panel P via an appropriate base material. A similar cover plate 97 is also provided on the inner surface.

さらに隅の接合金具S2の部分でも、外壁パネルP、P
の側面間の空隙に断熱材95を充填するとともに、下地
材を介して、外壁パネルの外の面材42と面一なカバー
板96を直角に配設し、外壁のコーナ部C1、C2を形
成している。
In addition, the outer wall panels P, P also at the joint S2 at the corner.
The space 95 between the side surfaces of the outer wall panel is filled with a heat insulating material 95, and a cover plate 96 flush with the outer surface material 42 of the outer wall panel is disposed at a right angle through the base material to form the outer wall corner portions C1 and C2. Is forming.

〔作用〕[Action]

このように本考案の外壁パネルの接合構造は、接合金具
Sの支持片11により、階上の外壁パネルP、ラチス梁
R、階下の外壁パネルPを、ともにボルトを用いて同時
に連結できる。
As described above, in the joint structure of the outer wall panel of the present invention, the outer wall panel P on the upper floor, the lattice beam R, and the outer wall panel P on the lower floor can be simultaneously connected by the support piece 11 of the joint fitting S using bolts.

従って階上、階下で隣り合う各外壁パネルPは、ラチス
梁Rとともに強固に一体化され、又接合金具Sもその中
間部が夫々ラチス梁Rと接して固定させることにより剛
性が増し、強度に優れる壁体を形成しうる。
Therefore, the outer wall panels P adjacent to each other on the upper and lower floors are firmly integrated with the lattice beam R, and the joint metal fitting S has its intermediate portion contacting and fixed to the lattice beam R to increase the rigidity and strength. It can form an excellent wall.

さらに、一体化によって、水平力も負担するとともに、
床、天井間の距離が大であって、階上、階下の外壁パネ
ル間の長さが大きいときにも強固な結合を可能とする。
Furthermore, the horizontal force is also borne by the integration,
Even if the distance between the floor and the ceiling is large and the length of the outer wall panels on the upper and lower floors is large, a strong connection is possible.

〔考案の効果〕[Effect of device]

このように、本考案の外壁パネルの接合構造は、階上、
階下の外壁パネルをラチス梁とともに支持片により接合
するものであるため、外壁パネルとラチス梁とを一体に
強固に結合でき剛性に優れる壁体を形成しうる。
As described above, the joint structure of the outer wall panel of the present invention is
Since the outer wall panel of the downstairs is joined with the lattice beam by the support piece, the outer wall panel and the lattice beam can be firmly joined together to form a wall body having excellent rigidity.

又接合金具はその側面がラチス梁と当接し、剛性を高め
うることにより、該ラチス梁と協働し、階上床と天井間
の長さが大であり、従って上、下の外壁パネル間の距離
が長いときにも安全かつ強固に接合しうる。さらに柱、
梁等の骨組体を用いる場合に比して建込みの手間、部材
コストを低減でき、家屋のコストダウンにも役立つ。
Moreover, the side surface of the joining metal fitting is brought into contact with the lattice beam to enhance the rigidity, so that the joining metal piece cooperates with the lattice beam, and the length between the upper floor and the ceiling is large. It can be joined safely and firmly even when the distance is long. Further pillars,
Compared to the case where a frame structure such as a beam is used, it is possible to reduce the labor and member cost for building, and it is also useful for cost reduction of the house.

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

第1図は本考案の外壁パネルの接合金具が使用される家
屋を例示する斜視図、第2図は第1図の家屋を形成する
外壁パネルの枠組、ラチス梁、本考案に係る外壁パネル
の接合金具の組立て状態を例示する斜視図、第3図は外
壁パネルの一例を示す斜視図、第4図はまぐさ部材の部
分を示す分解斜視図、第5図は外壁パネルの他の例を示
す斜視図、第6図はラチス梁を例示する斜視図、第7図
はその部分拡大斜視図、第8図は本考案の一実施例を示
す斜視図、第9図はその取付け状態を示す斜視図、第1
0図は他の実施例を示す斜視図、第11図はその取付状
態を示す斜視図、第12〜15図は第2図で用いる他の
接合金具を示す斜視図、第16図は外壁パネルとラチス
梁の組立て状態を示す断面図、第17図は中間の接合金
具の位置での外壁パネルの接続状態を示す断面図、第1
8図は隅の接合金具の位置での外壁パネルの断面状態を
示す断面図、第19図は従来パネルを略示する線図、第
20図は従来構造を示す線図である。 2…上枠材、3…下枠材、 4、5、9…縦枠材、6、7…斜材、 8…まぐさ部材、10…基片、 11…支持片、12…上弦材、13…下弦材、 14、15…竪材、16…ラチス、 29A、30A、54A…孔部、B…基礎、 F、F1、F2、F3、F4…枠組、 P、P1、P2、P3、P4…外壁パネル、 R…ラチス梁、S…外壁パネルの接合金具、 S1…中間の接合金具、S2…隅の接合金具。
FIG. 1 is a perspective view illustrating a house in which a fitting for an outer wall panel of the present invention is used, and FIG. 2 is a frame of an outer wall panel forming the house of FIG. 1, a lattice beam, and an outer wall panel according to the present invention. FIG. 3 is a perspective view illustrating an assembled state of the joint fitting, FIG. 3 is a perspective view showing an example of the outer wall panel, FIG. 4 is an exploded perspective view showing a portion of the lintel member, and FIG. 5 is another example of the outer wall panel. 6 is a perspective view illustrating a lattice beam, FIG. 7 is a partially enlarged perspective view thereof, FIG. 8 is a perspective view showing an embodiment of the present invention, and FIG. 9 is a mounting state thereof. Perspective view, first
Fig. 0 is a perspective view showing another embodiment, Fig. 11 is a perspective view showing its mounting state, Figs. 12 to 15 are perspective views showing other joining metal fittings used in Fig. 2, and Fig. 16 is an outer wall panel. And FIG. 17 is a cross-sectional view showing an assembled state of the lattice beam, FIG. 17 is a cross-sectional view showing a connected state of the outer wall panel at the position of the intermediate joining metal fitting,
FIG. 8 is a sectional view showing a sectional state of the outer wall panel at the position of the joining metal fitting at the corner, FIG. 19 is a diagram schematically showing the conventional panel, and FIG. 20 is a diagram showing the conventional structure. 2 ... upper frame material, 3 ... lower frame material, 4, 5, 9 ... vertical frame material, 6, 7 ... diagonal material, 8 ... lintel member, 10 ... base piece, 11 ... support piece, 12 ... upper chord material, 13 ... Lower chord material, 14, 15 ... Vertical material, 16 ... Lattice, 29A, 30A, 54A ... Hole part, B ... Foundation, F, F1, F2, F3, F4 ... Framework, P, P1, P2, P3, P4 ... outer wall panel, R ... lattice beam, S ... outer wall panel joint fitting, S1 ... middle joint fitting, S2 ... corner joint fitting.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】向き合う側面間に形成した間隙又は側面を
直角とすることによりその入隅コーナ部がなす間隙を有
して横又は直角に配されるラチス梁、このラチス梁の下
面に側面を上下に揃えて配される階下の外壁パネル、お
よび前記ラチス梁の上面に側面を上下に揃えて配される
階上の外壁パネルを、ラチス梁の側面に接しかつボルト
止めされるとともに該ラチス梁から上、下に突出する支
持片を有する接合金具の前記支持片を、前記ラチス梁上
に配される前記階上の外壁パネルの側面下方部と、ラチ
ス梁下面に配する前記階下の外壁パネルの側面上方部と
にボルト止めすることにより接合してなる外壁パネルの
接合構造。
1. A lattice beam which is arranged laterally or at a right angle with a gap formed between facing side faces or a side face having a right angle so as to form a corner formed by the entering corner portion, and a side face is formed on the lower surface of the lattice beam. An outer wall panel of a lower floor arranged vertically and an outer wall panel of an upper floor arranged sideways vertically on an upper surface of the lattice beam are in contact with a side surface of the lattice beam and bolted together with the lattice beam. From above to below, the supporting piece of the joining metal fitting having a supporting piece projecting downwardly, the side surface lower part of the outer wall panel on the floor arranged on the lattice beam, and the outer wall panel on the lower floor arranged on the lower surface of the lattice beam. The joint structure of the outer wall panel, which is joined by bolting to the upper side part of the.
JP1987108155U 1987-07-14 1987-07-14 Exterior wall panel joint structure Expired - Lifetime JPH0633055Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1987108155U JPH0633055Y2 (en) 1987-07-14 1987-07-14 Exterior wall panel joint structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1987108155U JPH0633055Y2 (en) 1987-07-14 1987-07-14 Exterior wall panel joint structure

Publications (2)

Publication Number Publication Date
JPS6412808U JPS6412808U (en) 1989-01-23
JPH0633055Y2 true JPH0633055Y2 (en) 1994-08-31

Family

ID=31343221

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1987108155U Expired - Lifetime JPH0633055Y2 (en) 1987-07-14 1987-07-14 Exterior wall panel joint structure

Country Status (1)

Country Link
JP (1) JPH0633055Y2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006080090A1 (en) * 2005-01-26 2006-08-03 Nippon Steel Corporation Upper part reinforcing structure for wall panel of steel house
JP2023081795A (en) * 2021-12-01 2023-06-13 株式会社高橋監理 Bolted earthquake-resistant M frame for smart construction method

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2807620B2 (en) * 1993-11-12 1998-10-08 ナショナル住宅産業株式会社 House wall panel mounting structure
JP2807621B2 (en) * 1993-11-12 1998-10-08 ナショナル住宅産業株式会社 House wall panel mounting structure

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS511933A (en) * 1974-06-27 1976-01-09 New Nippon Electric Co KODENATSUSEIRYUSOCHINO HOGOKAIRO
JPS6020721Y2 (en) * 1979-07-13 1985-06-21 大和ハウス工業株式会社 House ceiling height increase structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006080090A1 (en) * 2005-01-26 2006-08-03 Nippon Steel Corporation Upper part reinforcing structure for wall panel of steel house
JP2023081795A (en) * 2021-12-01 2023-06-13 株式会社高橋監理 Bolted earthquake-resistant M frame for smart construction method

Also Published As

Publication number Publication date
JPS6412808U (en) 1989-01-23

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