JPH0211700B2 - - Google Patents

Info

Publication number
JPH0211700B2
JPH0211700B2 JP59008257A JP825784A JPH0211700B2 JP H0211700 B2 JPH0211700 B2 JP H0211700B2 JP 59008257 A JP59008257 A JP 59008257A JP 825784 A JP825784 A JP 825784A JP H0211700 B2 JPH0211700 B2 JP H0211700B2
Authority
JP
Japan
Prior art keywords
wall panel
plate
panel
joint
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.)
Expired - Lifetime
Application number
JP59008257A
Other languages
Japanese (ja)
Other versions
JPS60152745A (en
Inventor
Hiroshi Yamagami
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

Links

Description

【発明の詳細な説明】 本発明は、下階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上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に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a joint structure between a lower floor wall panel, an upper floor panel, and an upper floor wall panel, and more specifically relates to a joint structure between a lower floor wall panel and an upper floor wall panel. Arrange the joint hardware, place a floor panel between the upper and lower plates of the joint metal, place the upper floor wall panel and the lower floor wall panel in contact with the outer surfaces of the upper and lower plates of the joint hardware, and connect each with bolts. The present invention relates to a joint structure for a building, characterized in that the joints are joined together.

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、また壁式PC構造等にお
いてはPC板材がその主要構造材となつている。
Traditionally, the main structural members constituting a single building did not use different types of materials; for example, in wood panel structures, wood panel materials became the main structural material, and in wall-type PC structures, etc. PC board is the main structural material.

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つた。こ
れは異質な材質同志を接合する合理的な接合手段
が得られなかつたことと、その接合部分の剛性が
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, a single building was never 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、これら異種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バランス良く地
盤上に伝達することは容易ではなかつた。
Moreover, in buildings made of a mixture of these different types of structural materials, it is not easy to transmit vertical loads and horizontal loads 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製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
よつて垂直荷重及び水平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 panel materials made of lightweight aerated concrete as the outer peripheral wall of a building, and on the other hand, uses wood-based panel materials as floor panels laid indoors. We propose a joint structure that integrally joins together, and this joint structure transmits vertical and horizontal loads in a well-balanced manner, and provides a building joint structure that is extremely useful in terms of workability and maintenance of the joint work. It is something.

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、そして上階壁パネル
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, an upper floor wall panel 4, and a curtain board 5.

下階壁パネル1は、略矩形状に構成されたアン
グル枠材11の一面にメツシユ筋12を溶接して
なる骨体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 lower floor wall panel 1 is constructed in the form of a flat plate by pouring a lightweight cellular concrete material 13 onto a skeleton 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
上下フランジ面には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。又ボルトを用いて結
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, and the C-shaped steel 31 is stretched on the upper and lower flange surfaces in the opposite direction to the groove 32. In this state, an upper plate 33 and a lower plate 34 are respectively provided. Further, in order to connect them using bolts, the plate and flange are integrally bored and an appropriate number of bolt holes 35, 35, . . . are 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
シユ筋42を溶接して骨体を構成し、この骨体に
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, mesh reinforcements 42 are welded to an angle frame member 41 having a substantially rectangular shape similar to the lower floor wall panel 1, and mesh reinforcements 42 are welded to form a skeleton. It is made into a substantially flat plate by pouring it.

これら下階壁パネル1と床パネル2及び上階壁
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の上プレ
ート33と下プレート34間に嵌め込む。
To fix the lower floor wall panel 1, the floor panel 2, and the upper floor wall panel 4 via the joining hardware 3, first, the peripheral edge 23 of the floor panel 2 is connected between the upper plate 33 and the lower plate 34 of the joining hardware 3. Insert.

斯かる状態において、下プレート34の外面3
4aを下階壁パネル1の端面14上に当接させて
載置する。
In such a state, the outer surface 3 of the lower plate 34
4a is placed in contact with the end surface 14 of the lower floor wall panel 1.

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、細径筋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
しい長尺状態となつている。
The curtain plate 5 is constructed by pouring lightweight cellular concrete 6 onto small-diameter reinforcing bars 51, and has a length approximately equal to that of the metal fitting 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.

取付金具7は、取付金具7のウエツブ部に突設
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 mounting bracket 7 is joined with anchor pieces 71, 71 protruding from the web portion of the mounting bracket 7 being bitten into the lightweight cellular 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が形成され、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に取付けられる。
Further, the flange portion of this mounting bracket 7 is formed with locking pieces 72, 72, and these locking pieces 72, 72
The curtain plate 5 is attached to the joining hardware 3 by being fitted into the groove 32 of the joining hardware 3.

第3図は、上記分解図で示した各構成材によつ
て接合された床金物取付接合部の断面図である。
FIG. 3 is a cross-sectional view of the floor hardware attachment joint section joined by the constituent members 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のウエツブ
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のウエツブ
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。
As for this joining method, bolts v, v are inserted into bolt holes provided to communicate the web part of the joint metal part 3 and the panel frame material 21, and washers are attached to the web part of the joint metal part 3 and the panel frame material 21, respectively. With the plates 8, 8 in contact with each other, they are screwed together with a nut.

また、釘Nを上プレート33に穿設した釘孔を
通してパネル枠材21に打込む。
Further, a nail N is driven into the panel frame material 21 through a nail hole formed in the upper plate 33.

斯かる状態において、下階壁パネル1の端面1
4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 end surface 1 of the lower floor wall panel 1
4 is brought into contact with the outer surface 34a of the lower plate 34 of the joining hardware 3, and further the upper surface 33a of the upper plate 33
The end face 44 of the upper floor wall panel 4 is placed on.

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の各目地部分には、コーキング材を
必要に応じて埋込む。
Further, 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 shows the floor panel 2 connected between the lower floor wall panel 1 and the upper floor wall panel 4 using long bolts and long nuts.
FIG.

下階壁パネル1において、予めアングル枠材1
1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 1, attach the angle frame material 1 in advance.
A nut 16 is attached to the inner surface of the fixed plate 14 joined to the
The bag body 15 containing the water is fixed, and lightweight cellular concrete 13 is poured in this state.

ナツト16は固定板14と袋体15とで密封さ
れた状態となつているので、軽量気泡コンクリー
ト13を打設しても螺部に軽量気泡コンクリート
が侵入することはない。
Since the nut 16 is sealed by the fixing plate 14 and the bag body 15, even when the lightweight cellular concrete 13 is cast, the lightweight cellular concrete does not enter the threaded portion.

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32側から長ボルト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 connecting hardware 3
The long bolt 47 is screwed into the nut 46 inside the bag body 45 from the groove 32 side.

そして、これら長ボルト17と47とを長ナツ
ト9によつて螺合させることにより、いわゆるタ
ーンバツクル式によつて両長ボルト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 bolts 17 and 47 together with the long nuts 9, both wall panels 1 and 4 are pulled together by screwing both long bolts 17 and 47 together using a so-called turnbuckle system. can be joined to the state.

この長ナツト9の回動によつて、下階壁パネル
1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 1, the upper floor wall panel 4, and the floor panel 2 are joined, and the curtain plate 5 is placed from the outside of the groove 32 of the joining hardware 3 in the same manner as described above. Then, embed caulking material into the joints as 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1
6に、結合金物3の溝部32側からボルト18を
螺合させる。
First, the nut 1 inside the bag 15 of the lower floor wall panel 1
6, the bolt 18 is screwed into the joint metal fitting 3 from the groove 32 side.

この場合、下プレート34とアングル枠材11
とをボルト18によつて圧締しても、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間にブロツク1
9が介挿されている。
In this case, the lower plate 34 and the angle frame material 11
A block 1 is installed between the lower plate 34 and the angle frame member 11 so that the lightweight aerated concrete 13 will not be crushed even if they are tightened with the bolts 18.
9 is inserted.

同様に上階壁パネル4においても袋体45内の
ナツト46に溝部32側からボルト48を嵌入し
て螺着接合する。
Similarly, in the upper floor wall panel 4, a bolt 48 is inserted into a nut 46 in the bag body 45 from the groove 32 side and screwed into the nut 46.

しかもアングル枠材41と上プレート33との
間にも同様にブロツク49が介挿されている。
Furthermore, a block 49 is similarly inserted between the angle frame member 41 and the upper plate 33.

このように本接合部においては、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 manner, in this joint portion, 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つても結合金物3の溝部反
対方向には床パネル2の周縁部23が当接して接
合されているので、下階壁パネル1、床パネル2
及び上階壁パネル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 is in contact with the opposite direction of the groove of the joint hardware 3, so the lower floor wall panel 1 and the floor panel 2 are joined together.
The upper wall panel 4 and the upper floor wall panel 4 constitute an integral joint structure by the joining metal fittings 3.

又、上記と同様に結合金物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, in the same manner as described 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 these joint portions.

以上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
に上階壁パネル及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
上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つているので、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 above, 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 upper 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, respectively. Since the end faces are in contact with each other, vertical loads from the upper part can be smoothly transmitted from the upper floor wall panel to the lower floor wall panel, and the structure is joined mainly by butting the structural members against each other. Therefore, it is easy to connect dissimilar structural materials without requiring complicated metal fittings.

又幕板の配設によつ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つてい
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取換えも可能とな
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, by removing the curtain plate and unscrewing the nuts and bolts to release the joint, the wall panel or floor panel can be replaced. 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 drawings]

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、床金物取付接
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。 1……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。
Figure 1 is an exploded view for explaining the main structure 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-sectional view of the floor hardware attachment joint. , FIG. 4 is a cross-sectional view of the barrel insert bolt joint, and FIG. 5 is a cross-sectional view of the shear strength bolt joint. 1... Lower floor wall panel, 14... End surface, 2... Floor panel, 23... Peripheral part, 3... Joining hardware, 32
. . . groove portion, 33 .

Claims (1)

【特許請求の範囲】 1 結合金物を介して、軽量気泡コンクリートか
ら成る下階壁パネルの上端に木質系の上階床パネ
ルを載置し、該床パネルに軽量気泡コンクリート
から成る上階壁パネルを立設する接合構造におい
て、前記結合金物は上フランジと下フランジの間
に溝部を有するC型鋼を基体とし、上フランジ面
及び下フランジ面に前記溝部とは反対方向に上プ
レート及び下プレートを夫々張設し、該溝部を外
方に向けかつ下プレートの外面を前記下階壁パネ
ルの端面に当接させて配置するものであつて、 前記床パネルの周縁部を前記上プレートと下プ
レートの間に嵌め込み、該上プレートの外面上に
前記上階壁パネルの端面を載置するとともに、 内面側に一対の掛止片から成る取付金具を固定
した幕板を、該掛止片を介して前記溝部の外側か
ら嵌め込み取付けることを特徴とする建物の接合
構造。
[Scope of Claims] 1. A wooden upper floor panel is placed on the upper end of a lower floor wall panel made of lightweight cellular concrete via a bonding metal, and an upper floor wall panel made of lightweight cellular concrete is placed on the floor panel. In the joining structure in which the metal joint is erected, the joint is made of C-shaped steel having a groove between the upper flange and the lower flange as a base, and an upper plate and a lower plate are arranged on the upper flange surface and the lower flange surface in the opposite direction to the groove. and the grooves are directed outward and the outer surface of the lower plate is in contact with the end surface of the lower floor wall panel, and the peripheral edge of the floor panel is connected to the upper plate and the lower plate. The end surface of the upper floor wall panel is placed on the outer surface of the upper plate, and a curtain plate with mounting brackets consisting of a pair of hook pieces fixed to the inner surface is inserted through the hook pieces. A joint structure for a building, characterized in that the structure is fitted and attached from the outside of the groove.
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 JPS60152745A (en) 1985-08-12
JPH0211700B2 true 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 (3)

* 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
JPS5611562U (en) * 1979-07-02 1981-01-31

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5164511U (en) * 1974-11-16 1976-05-21
JPS6217523Y2 (en) * 1980-04-14 1987-05-07

Patent Citations (3)

* 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
JPS5611562U (en) * 1979-07-02 1981-01-31

Also Published As

Publication number Publication date
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