JPS60152745A - Connection structure of building - Google Patents

Connection structure of building

Info

Publication number
JPS60152745A
JPS60152745A JP825784A JP825784A JPS60152745A JP S60152745 A JPS60152745 A JP S60152745A JP 825784 A JP825784 A JP 825784A JP 825784 A JP825784 A JP 825784A JP S60152745 A JPS60152745 A JP S60152745A
Authority
JP
Japan
Prior art keywords
wall panel
panel
joint
floor
floor wall
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
Application number
JP825784A
Other languages
Japanese (ja)
Other versions
JPH0211700B2 (en
Inventor
博志 山上
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Misawa Homes Co Ltd
Original Assignee
Misawa Homes Co Ltd
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 Misawa Homes Co Ltd filed Critical Misawa Homes Co Ltd
Priority to JP825784A priority Critical patent/JPS60152745A/en
Publication of JPS60152745A publication Critical patent/JPS60152745A/en
Publication of JPH0211700B2 publication Critical patent/JPH0211700B2/ja
Granted legal-status Critical Current

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Landscapes

  • Load-Bearing And Curtain Walls (AREA)

Abstract

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

Description

【発明の詳細な説明】 本発明は、)−W1壁パネルと上階床パネルと上階壁パ
ネルからなる胴差部の接合構造に係り、更に詳しくは下
階壁パネルと」二階壁パネル間に結合金物を配設し、こ
の結合金物の上下プレート間に床パネルを配置し、この
結合金物の上下プレート外面に上階壁パネル及び下階壁
パネルを当接させて配置し各々をポルトを介して接合し
たことを特徴とする建物の接合構造に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a joint structure of a trunk difference made of a W1 wall panel, an upper floor panel, and an upper floor wall panel, and more specifically, a joint structure between a lower floor wall panel and a second floor wall panel. A connecting hardware is placed in the area, a floor panel is placed between the upper and lower plates of this connecting metal, and an upper floor wall panel and a lower floor wall panel are placed in contact with the outer surface of the upper and lower plates of this connecting metal, and each is connected to a port. The present invention relates to a joint structure for a building, characterized in that the joint is made through a joint.

従来、一つの建物を構成する主要な構造部材は、それぞ
れ別種なものを用いることなく、例えば木質パネル構造
においては、木質系のパネル材が主要の構造材となり、
また壁弐PC構造等においてはPC板材がその主要構造
材となっている。
Conventionally, the main structural members constituting a single building did not use different types of materials. For example, in a wood panel structure, wood panel materials became the main structural material.
In addition, PC board materials are the main structural material in wall 2 PC structures and the like.

すなわち、木質パネル材とPC板材を混成して一つの建
物を構成するということはなかった。これは異質な材質
同志を接合する合理的な接合手段が得られなかったこと
と、その接合部分の剛性か十分に確保出来ない等の問題
を有していたからである。
In other words, it has not been the case that one building has been constructed by combining wood panel materials and PC board materials. This is because a rational joining means for joining dissimilar materials has not been available, and there have been problems such as insufficient rigidity of the joined portion.

しかも又、これら異質の構造材を混成した建物では鉛直
荷重及び水平荷重を各々/九うンス良く地盤上に伝達す
ることは容易ではなかった。
Moreover, in buildings made of a mixture of these different structural materials, it is not easy to transmit each vertical load and horizontal load to the ground in a well-balanced manner.

本発明は以上の点に鑑み為されたもので、特に軽量気泡
コンクリート酸のパネル材を建物の外周壁として用い、
一方、木質系のパネル材を屋内に敷設される床パネルと
して用い、この両者を一体的に接合する接合構造を提案
し、この接合構造によって垂1u荷重及び水モ荷重をバ
ランス良く伝達させるとともに、接合作業の施工性、メ
ンテナンス等からも極めて有用な建物の接合構造を提供
するものである。
The present invention has been made in view of the above points, and in particular uses lightweight cellular concrete acid panel material as the outer peripheral wall of a building.
On the other hand, we proposed a joint structure in which wood-based panel materials are used as floor panels laid indoors and both are joined together, and this joint structure transmits the vertical 1U load and the water mower load in a well-balanced manner. This provides a bonded structure for buildings that is extremely useful in terms of workability and maintenance of the bonding work.

以下、図面により本発明の建物の接合構造を詳細に説明
する。
Hereinafter, the joint structure of a building according to the present invention will be explained in detail with reference to the drawings.

第1図は、本発明の接合構造を説明する分解図である。FIG. 1 is an exploded view illustrating the joining structure of the present invention.

この接合構造の主要構成は、下階壁パネル1と床パネル
2及び結合金物3、そして」−隅壁パネル4、更には幕
板5からなる。
The main components of this joint structure include a lower floor wall panel 1, a floor panel 2, a connecting hardware 3, a corner wall panel 4, and a curtain board 5.

ド階壁パネルlは、略矩形状に構成されたアングル枠材
11の一面にメツシュ筋12を溶接してなる骨休に軽量
気泡コンクリート材13を打設して平板状に構成したも
のである。
The floor wall panel 1 is constructed in the form of a flat plate by pouring lightweight aerated concrete material 13 into a frame made by welding mesh reinforcements 12 to one side of an angle frame material 11 constructed in a substantially rectangular shape. .

一方、床パネル2は略矩形状に組まれた木質パネル枠材
21の上面にハードボード等からなる面材22を張設し
て構成したものである。
On the other hand, the floor panel 2 is constructed by extending a surface material 22 made of hardboard or the like onto the upper surface of a wooden panel frame material 21 assembled into a substantially rectangular shape.

更に又、結合金物3は第2図の斜視図で示すように断面
略コ字状の、所謂C型鋼31を基体とし」−下フランジ
面にはC型鋼31を溝部32とは反対方向に張設した状
態で上プレート33.下プレート34を各々設けている
。又ポルトを用いて結合する為にはプレートとフランジ
を一体的に穿設して適宜数のボルト孔35.35・・・
が設けられている。
Furthermore, as shown in the perspective view of FIG. 2, the connecting hardware 3 is made of a so-called C-shaped steel 31 having a substantially U-shaped cross section as a base. With the upper plate 33. A lower plate 34 is provided respectively. In addition, in order to connect using ports, the plate and flange must be integrally drilled and the appropriate number of bolt holes 35, 35...
is provided.

一方、上階壁パネル4は下階壁パネル1と同様に略矩形
状に構成されたアングル枠材41にメツシュ筋42を溶
接して骨休を構成し、この骨休に軽量気泡コンクリート
材43を打設し略平板状と成したものである。
On the other hand, in the upper floor wall panel 4, a mesh reinforcement 42 is welded to an angle frame member 41 having a substantially rectangular shape similar to the lower floor wall panel 1, and a mesh reinforcement 42 is welded to form a rib. It is made into a substantially flat plate by pouring it.

これら下階壁パネルlと床パネル2及び」二階壁パネル
4を結合金物3を介して固定するのは、先ず床パネル2
の周縁部23を結合金物3の−1−プレート33と下プ
レート34間に嵌め込む。
First, the lower floor wall panel 1, the floor panel 2, and the second floor wall panel 4 are fixed via the connecting hardware 3.
The peripheral edge part 23 is fitted between the -1- plate 33 and the lower plate 34 of the joining hardware 3.

斯かる状態において、下プレート34の外面34aを下
階壁パネルlの端面14上に当接させて載置する。
In this state, the outer surface 34a of the lower plate 34 is placed in contact with the end surface 14 of the lower floor wall panel l.

また同様にして上プレート33の外面33a上に上階壁
パネル4の端面44を載置する。
Similarly, the end surface 44 of the upper wall panel 4 is placed on the outer surface 33a of the upper plate 33.

更に幕板5を結合金物3の溝部32の外方向から配設す
る。
Furthermore, the curtain plate 5 is arranged from the outside of the groove portion 32 of the joining hardware 3.

この幕板5は、細径節51に軽量気泡コンクリート6を
打設して構成され、結合金物3とほぼ等しい長尺状態と
なっている。
This curtain plate 5 is constructed by pouring lightweight cellular concrete 6 into small-diameter joints 51, and has a length approximately equal to that of the joining hardware 3.

しかもこの内面側には取付金具7が固定されている。Furthermore, a mounting bracket 7 is fixed to this inner surface side.

取イ+1金具7は、取伺金具7のウェッブ部に突設され
たアンカー片71.71が軽量気泡コンクリート6に喰
込んだ状態で接合されている。
The take-off metal fitting 7 is joined with anchor pieces 71 and 71 protruding from the web portion of the take-off metal fitting 7 being bitten into the lightweight aerated concrete 6.

またこの取付金具7のフランジ部分には、掛止片72.
72が形成ごれ、この掛止片72,72が結合金物3の
溝部32内に嵌め込まれることにより幕板5が結合金物
3に取4=1けられる。
Also, a latching piece 72 is attached to the flange portion of the mounting bracket 7.
72 is formed, and the hooking pieces 72, 72 are fitted into the grooves 32 of the joint hardware 3, so that the curtain plate 5 is attached to the joint hardware 3.

第3図は、上記分解図で示した各構成材によって接合さ
れた唐金物取付接合部の断面図である。
FIG. 3 is a cross-sectional view of the metal fittings attachment joint section joined by each component shown in the above exploded view.

すなわち、床パネル2の周縁部23を結合金物3の上プ
レート32と下プレート34間に配置して接合する。
That is, the peripheral edge portion 23 of the floor panel 2 is placed between the upper plate 32 and the lower plate 34 of the joining hardware 3 and joined.

この接合方法としては、結合金物3のウェッブ部とパネ
ル枠材21とを連通して設けたボルト孔にボルトV、V
を嵌入し、結合金物3のウニ・ンブ部とパネル枠材21
のそれぞれに座金プレート8.8を当接させた状態でナ
ツトにより螺着接合する。
This joining method involves inserting bolts V,
Insert and connect the joint part 3 of the joint part 3 and the panel frame material 21.
With the washer plates 8.8 in contact with each of them, they are screwed together with nuts.

また、釘Nを」ニブレート33に穿設した釘孔な通して
パネル枠材21に打込む。
Further, nails N are driven into the panel frame material 21 through the nail holes drilled in the nib plate 33.

斯かる状態において、下階壁パネル1の端面14に結合
金物3の下プレート34の外面34aを当接させ、さら
には上プレート33の上面33aに上階壁パネル4の端
面44を載置する。
In such a state, the outer surface 34a of the lower plate 34 of the joining hardware 3 is brought into contact with the end surface 14 of the lower wall panel 1, and the end surface 44 of the upper wall panel 4 is placed on the upper surface 33a of the upper plate 33. .

そして結合金物3の外側方向に開口された溝部32には
、取付金具7を介して幕板5を配設する。
The curtain plate 5 is disposed in the groove portion 32 opened toward the outside of the joint metal fitting 3 via the mounting fitting 7.

さらに下階壁パネル1と幕板5及び上階壁パネル4と幕
板5の各目地部分にl±、コーキング材を必要に応じて
埋込む。
Furthermore, caulking material is embedded in each joint between the lower floor wall panel 1 and the curtain plate 5 and between the upper floor wall panel 4 and the curtain plate 5 as necessary.

第4図は、長ボルト及び長ナツトを用いて下階壁パネル
1と上階壁パネル4との間に床パネル2を固定する胴差
しボルト接合部の断面図である。
FIG. 4 is a cross-sectional view of a bolt joint where the floor panel 2 is fixed between the lower floor wall panel 1 and the upper floor wall panel 4 using long bolts and long nuts.

下階壁パネルlにおいて、予めアングル枠材11等に接
合された固定板14の内面にナツト16を収納した袋体
15を固着しておき、その状態において軽量気泡コンク
リート13を打設したものである。
In the lower floor wall panel l, a bag body 15 containing nuts 16 is fixed to the inner surface of a fixing plate 14 which is joined to an angle frame member 11 etc. in advance, and lightweight aerated concrete 13 is poured in this state. be.

ナンド16は固定板14と袋体15とで密封された状態
となっているので、軽量気泡コンクリート’13を打設
しても帽部に軽量気泡コンクリートが侵入することはな
い。
Since the Nando 16 is in a sealed state with the fixing plate 14 and the bag body 15, even when the lightweight cellular concrete '13 is poured, the lightweight cellular concrete will not enter the cap part.

結合金物3の溝部32側において固定板14と下プレー
ト34とを貫通した長ボルト17とナツト16を螺合さ
せる。
The long bolts 17 passing through the fixing plate 14 and the lower plate 34 on the groove 32 side of the metal joint 3 are screwed together with the nuts 16.

同様に、上階壁パネル4においても結合金物3の溝部3
2側から長ポルト47を袋体45内のナツト46に螺着
させる。
Similarly, in the upper floor wall panel 4, the groove 3 of the metal fitting 3
The long port 47 is screwed onto the nut 46 inside the bag body 45 from the second side.

そして、これら長ポルト17と47とを長ナツト9によ
って螺合させることにより、いわゆるターン八・ンクル
式によって両投ポル) 17,47を螺着させることで
両壁パネル1.4を互いに引寄せる状態に接合すること
ができる。
Then, by screwing these long ports 17 and 47 together with the long nuts 9, the two wall panels 1.4 are drawn together by screwing the two long ports 17 and 47 together using a so-called turn-and-turn method. can be joined to the state.

この長ナツト9の回動によって、下階壁パネルlと上階
壁パネル4及び床パネル2を接合し、前記と同様に幕板
5を結合金物3の溝部32の外方から配設し、必要に応
じて目地部分にコーキング材を埋め込む。
By rotating this long nut 9, the lower floor wall panel l, the upper floor wall panel 4, and the floor panel 2 are joined, and the curtain plate 5 is disposed from the outside of the groove 32 of the joining hardware 3 in the same manner as described above. Fill the joints with caulking material if necessary.

第5図は、水平耐力を負担する部分、いわゆる剪断耐力
用ボルト接合部の断面図である。
FIG. 5 is a cross-sectional view of a portion bearing horizontal proof stress, a so-called bolt joint for shear proof stress.

先ず、下階壁パネル1の袋体15内のナツト16に、結
合金物3の溝部32側からポルト18を螺合させる。
First, the port 18 is screwed into the nut 16 in the bag 15 of the lower floor wall panel 1 from the groove 32 side of the coupling hardware 3.

この場合、下プレート34とアングル枠材11とをボル
ト18によって圧締しても、軽量気泡コンクリート13
を圧潰することがないように、下プレート34とアング
ル枠材11間にブロック18が介挿されている。
In this case, even if the lower plate 34 and the angle frame member 11 are tightened with the bolts 18, the lightweight aerated concrete 13
A block 18 is interposed between the lower plate 34 and the angle frame member 11 to prevent crushing.

同様に上階壁パネル4においても袋体45内のナツト4
6に溝部32側からポルト48を嵌入して螺着接合する
Similarly, in the upper floor wall panel 4, the nut 4 inside the bag body 45 is
The port 48 is inserted into the groove 32 from the groove 32 side and screwed into the port 48.

しかもアングル枠材41と上プレート33との間にも同
様にブロック48が介挿されている。
Moreover, a block 48 is similarly inserted between the angle frame member 41 and the upper plate 33.

このように水接合部においては、下階壁パネル1と結合
金物3の接合及び上階壁パネル4と結合金物3の接合が
それぞれ別個独立に行なわれている。
In this way, in the water joint, the lower floor wall panel 1 and the joining hardware 3 are joined together, and the upper floor wall panel 4 and the joining hardware 3 are joined separately and independently.

接合が別個独立であっても結合金物3の溝部反対方向に
は床パネル2の周縁部23が出接して接合されているの
で、下階壁パネルl、床パネル2及び1−隅壁パネル4
は、結合金物3により一体的な接合構造を構成すること
になる。
Even if the joints are separate and independent, the peripheral edge 23 of the floor panel 2 comes into contact with the opposite direction of the groove of the joint hardware 3 and is joined.
In this case, an integrated joining structure is formed by the joining metal fittings 3.

又、」−記と同様に接合金物3の溝部32を塞ぐ様にし
て幕板5が嵌め込まれ、これ等の目地部にはコーキング
材が埋め込まれる。
Further, similarly to the above, the curtain plate 5 is fitted so as to close the groove portion 32 of the joint metal fitting 3, and caulking material is embedded in the joint portions thereof.

以ヒの様に本発明の接合構造は、結合金物の上下プレー
ト間に床パネルの周縁部が配置され、しかも結合金物の
上プレート及び下プレートの外面に−h階堅壁パネルび
下階壁パネルそれぞれの端面が当接しているので、上部
の鉛直荷重に対しても]二階壁パネルから下階壁パネル
へとその伝達がスムーズであり、しかも、主に構成材相
互を突き合わせた接合構造となっているので、異質の構
造材を結合するにも複雑な金具類を要せずに接合施工も
簡易である。
As described below, in the joint structure of the present invention, the peripheral edge of the floor panel is arranged between the upper and lower plates of the joint hardware, and the -h floor stiff wall panel and the lower floor wall panel are attached to the outer surfaces of the upper plate and the lower plate of the joint hardware. Since each end surface is in contact with each other, the vertical load on the upper part is smoothly transmitted from the second floor wall panel to the lower floor wall panel.Moreover, it is a joint structure in which the structural members are mainly butted against each other. Therefore, it is easy to connect dissimilar structural materials without requiring complicated metal fittings.

又幕板の配設によって胴差部における納まりが単純化さ
れ、外観意匠上も良好なものとなっている。
In addition, the arrangement of the curtain plate simplifies the fit in the trunk section, resulting in a good external design.

更にまた、この幕板を取外し、ナツト及びボルトの螺合
を解放してこの接合を解除させることにより、壁パネル
や床パネルの地検えも可能となる。そしてまた結合金物
の溝部内の空間部を配線、配管ダクトとして利用するこ
とが出来るの等極めて実用的にも技術的にも効果の大き
い建物の接合構造である。
Furthermore, ground inspection of wall panels and floor panels is also possible by removing this curtain plate and releasing the threaded connections of nuts and bolts to release this connection. Furthermore, the space within the groove of the bonded metal can be used as a wiring or piping duct, making it an extremely effective building bonding structure from both a practical and technical standpoint.

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

第1図は、接合構造の主要構成を説明するための分解図
、 第2図は、接合構造に用いられる結合金物の一部省略斜
視図、 第3図は、床金物取伺接合部の断面図。 第4図は、胴差しボルト接合部の断面図。 第5図は、剪断耐力用ボルト接合部の断面図である。 l・・・下階壁パネル、 14・・・端面。 2・・・床パネル、23・・・周縁部。 3・・・結合金物、32・・・溝部。 33・・・上プレート、 33a・・・上プレート外面
。 34・・・下プレート、 34a・・・下プレート外面
。 4・・・上階壁パネル、44・・・端面。 5・・・幕板。 出願人 ミサワホーム株式会社 代理人 弁理士 船 橋 國則
Figure 1 is an exploded view for explaining the main components of the joint structure, Figure 2 is a partially omitted perspective view of the joint hardware used in the joint structure, and Figure 3 is a cross-section of the floor hardware joint. figure. FIG. 4 is a sectional view of the barrel bolt joint. FIG. 5 is a sectional view of the shear strength bolt joint. l... Lower floor wall panel, 14... End surface. 2... Floor panel, 23... Periphery. 3... Joining hardware, 32... Groove. 33... Upper plate, 33a... Upper plate outer surface. 34...Lower plate, 34a...Lower plate outer surface. 4... Upper floor wall panel, 44... End surface. 5... Curtain board. Applicant Misawa Homes Co., Ltd. Agent Patent Attorney Kuninori Funahashi

Claims (1)

【特許請求の範囲】 1、下階壁パネルの上端に上階床パネルを載置し該床パ
ネルに上階壁パネルを立設した接合構造において、結合
金物の上下プレート間に該床パネルの周縁部を配置し、
かつ該結合金物の上プレート及びドプレ−1・の外面に
上階壁パネル及び下階壁パネルの各端面を当接させて各
々をボルトを介して接合したことを特徴とする建物の接
合構造。 2、前記結合金物の溝部外方向には幕板が配設されてい
ることを特徴とする特許請求の範囲第1項記載の建物の
接合構造。
[Scope of Claims] 1. In a joint structure in which an upper floor panel is placed on the upper end of a lower floor wall panel and an upper floor wall panel is erected on the floor panel, the floor panel is placed between the upper and lower plates of the joining hardware. Place the periphery,
A joint structure for a building, characterized in that each end face of an upper floor wall panel and a lower floor wall panel is brought into contact with the outer surface of the upper plate and the dopley-1 of the joint metal fittings, and each is joined via bolts. 2. The joint structure for a building as set forth in claim 1, wherein a curtain plate is disposed on the outer side of the groove of the joint metal fitting.
JP825784A 1984-01-20 1984-01-20 Connection structure of building Granted JPS60152745A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP825784A JPS60152745A (en) 1984-01-20 1984-01-20 Connection structure of building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP825784A JPS60152745A (en) 1984-01-20 1984-01-20 Connection structure of building

Publications (2)

Publication Number Publication Date
JPS60152745A true JPS60152745A (en) 1985-08-12
JPH0211700B2 JPH0211700B2 (en) 1990-03-15

Family

ID=11688089

Family Applications (1)

Application Number Title Priority Date Filing Date
JP825784A Granted JPS60152745A (en) 1984-01-20 1984-01-20 Connection structure of building

Country Status (1)

Country Link
JP (1) JPS60152745A (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4926646A (en) * 1972-07-07 1974-03-09
JPS5025731A (en) * 1973-07-11 1975-03-18
JPS5164511U (en) * 1974-11-16 1976-05-21
JPS5611562U (en) * 1979-07-02 1981-01-31
JPS56151420U (en) * 1980-04-14 1981-11-13

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4926646A (en) * 1972-07-07 1974-03-09
JPS5025731A (en) * 1973-07-11 1975-03-18
JPS5164511U (en) * 1974-11-16 1976-05-21
JPS5611562U (en) * 1979-07-02 1981-01-31
JPS56151420U (en) * 1980-04-14 1981-11-13

Also Published As

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JPH0211700B2 (en) 1990-03-15

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