JPH0372138A - Wall panel jointing construction - Google Patents

Wall panel jointing construction

Info

Publication number
JPH0372138A
JPH0372138A JP20916089A JP20916089A JPH0372138A JP H0372138 A JPH0372138 A JP H0372138A JP 20916089 A JP20916089 A JP 20916089A JP 20916089 A JP20916089 A JP 20916089A JP H0372138 A JPH0372138 A JP H0372138A
Authority
JP
Japan
Prior art keywords
wall panel
gap
bulge
wall panels
frame
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
JP20916089A
Other languages
Japanese (ja)
Other versions
JPH0583693B2 (en
Inventor
Katsuya Fukakura
勝哉 深蔵
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.)
National House Industrial Co Ltd
Original Assignee
National House Industrial 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 National House Industrial Co Ltd filed Critical National House Industrial Co Ltd
Priority to JP20916089A priority Critical patent/JPH0372138A/en
Publication of JPH0372138A publication Critical patent/JPH0372138A/en
Publication of JPH0583693B2 publication Critical patent/JPH0583693B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Load-Bearing And Curtain Walls (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

PURPOSE:To enable the formation of various shapes of bulge parts by forming the bulge part of a house body with standard wall panels having a gap at a bent part and edges opposite to each other, and making only a jointing fixture to suit the form of the gap. CONSTITUTION:The non-rectangular bulge part Ha of a house body Hb is formed with a plurality of wall panels P and so forth arranged aslant sequentially in a dogleg and with the side edges thereof opposite to each other at a bent part. This wall panel P forms various non-rectangular bulge parts Ha in such a way that using as many standard panels as the integer of a standard module M, beams 4 on the upper surface thereof are connected to each other and only a jointing fixture 7 is so shaped as to suit a gap N. Also, the connection piece 74 of the jointing fixture 7 is adjusted and the width of the gap N is varied to correspond to the shape of the bulge part Ha. According to the aforesaid construction, the fabrication of a new panel becomes unnecessary and the workability of assembly is enhanced. In addition, the construction of the bulge part Ha can be reinforced.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、基準モジュールの整数倍の巾の壁パネルを用
いて、非矩形の家屋の膨出部を形成可能とした壁パネル
連結構造に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a wall panel connection structure that makes it possible to form a bulge in a non-rectangular house using wall panels whose width is an integral multiple of a reference module. .

〔従来の技術〕[Conventional technology]

従来、家屋、特に工場等で構築部材が予め生産されるプ
レハブ家屋を構築する工法として軸組工法、パネル工法
がある。
BACKGROUND ART Conventionally, there are a frame construction method and a panel construction method as construction methods for constructing houses, particularly prefabricated houses whose construction members are produced in advance in a factory or the like.

軸組工法とは、例えば二階建家屋の場合を第17図に示
すように、通し柱3A間に、胴差をなす床梁4A、屋根
梁4Bなどを用いて骨組構造体Fを組み立てたうえ、こ
の骨組構造体Fに壁パネルPS−を取付ける。この軸組
工法の家屋においては、前記骨組構造体Fの強度が大か
つ剛性に優れるため、壁パネルPSは、強度に耐えるこ
とが一般に必要でなく、従って、軽量化を計りつつ施工
等の取扱い性の向上のために、例えば木製の枠材を組み
合わせた枠組を用いるとともに、その巾も、基準モジュ
ールMの1乃至3倍程度の小幅の小型壁パネルとして形
成される。
The frame construction method is, for example, in the case of a two-story house, as shown in Fig. 17, a frame structure F is assembled using floor beams 4A, roof beams 4B, etc., which have a difference in body length between through columns 3A, and then A wall panel PS- is attached to this frame structure F. In houses built using this frame construction method, the frame structure F has high strength and excellent rigidity, so the wall panel PS is generally not required to withstand the strength, and therefore, it is possible to handle construction while reducing weight. In order to improve performance, for example, a frame made of wooden frame materials is used, and the width thereof is also formed as a small wall panel with a width of about 1 to 3 times that of the reference module M.

又パネル工法は、第18図に示すように、壁パネルPL
を連結金具6によって連結することにより家屋を組立て
る。
In addition, the panel construction method, as shown in Fig. 18, is a wall panel PL.
The house is assembled by connecting the parts using the connecting fittings 6.

又このパネル工法において味、柱を用いないことを前提
としているため、壁パネルPLは、鋼製の枠材を矩形に
配した枠組が用いられ、その縦枠材によって垂直な軸力
を負担させる。
In addition, since this panel construction method is based on the assumption that no pillars will be used, the wall panel PL uses a frame made of steel frame materials arranged in a rectangular shape, and the vertical axial force is borne by the vertical frame materials. .

なおこのパネル工法の壁パネルPLは重責が大であるこ
とにより、クレーン等を使用した機械組施工が前提とな
り、そのため、基準モジュールMの3倍〜゛6倍程度の
広巾の大型壁パネルが採用される。
In addition, since the wall panel PL of this panel construction method is a heavy responsibility, it is assumed that it will be constructed mechanically using a crane etc. Therefore, a large wall panel with a width of 3 to 6 times the width of the standard module M is adopted. be done.

翻って、近年、敷地の形状に合わせるべく、又居住者の
好みの多様化により、家屋に非矩形の膨出部を形成する
場合がある。
On the other hand, in recent years, non-rectangular bulges are sometimes formed on houses in order to match the shape of the site or due to the diversification of residents' preferences.

このようなとき、従来、膨出部の形状に合わせて外周が
折曲る骨組構造体を形成した上、この骨組構造体に小型
壁パネルを取付けるか、折曲り形状又は側端面が傾斜し
た大型壁パネルを新たに製作した上、連結金具を用いて
接続することにより形成していた。
In such cases, conventionally, a frame structure is formed whose outer periphery is bent to match the shape of the bulge, and a small wall panel is attached to this frame structure, or a large frame structure with a bent shape or slanted side edges is formed. This was done by creating new wall panels and connecting them using connecting fittings.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

しかしながら、このような骨組構造体、異形の大型壁パ
ネルの生産には多くの手間を必要としていた。
However, producing such frame structures and irregularly shaped large wall panels requires a lot of effort.

本発明は、基準モジュールの整数倍の巾の標準使用され
る壁パネルを用いて非矩形の膨出部を形成しうる壁パネ
ル連結構造の提供を目的としている。
An object of the present invention is to provide a wall panel connection structure capable of forming a non-rectangular bulge using a standard wall panel having a width that is an integral multiple of a reference module.

〔課題を解決するための手段〕[Means to solve the problem]

本発明は、く字状に斜めに傾きかつ折曲り部で間隙を有
して側端面が向き合うとともに基準モジュールの整数倍
の巾の壁パネルの上面に、梁をかつ縦梁の端面を前記側
端面に揃えて固定するとともに、一方の壁パネルの上面
の梁の前記間隙に向く端面に固定される第1の固定片と
、他方の璧パネル上面の梁の前記間隙に向く端面に固定
される第2の固定片と、前記第1、第2の固定片を継ぐ
とともに前記間隙に端面を向けて配される他の梁の前記
端面を固定する梁取付部を有する継ぎ片とを有する連結
金具を用いて連結してなる壁パネル連結構造である。
The present invention provides a beam on the upper surface of a wall panel that is inclined obliquely in a dogleg shape, has a gap at the bent part, faces each other, and has a width that is an integral multiple of the reference module. A first fixing piece is fixed to the end face of the beam on the top surface of one wall panel facing the gap, and a first fixing piece is fixed to the end face of the beam on the top surface of the other wall panel facing the gap. A connecting fitting having a second fixing piece and a joint piece having a beam attachment part that joins the first and second fixing pieces and fixes the end face of another beam arranged with its end face facing the gap. This is a wall panel connection structure that is connected using.

〔作用〕[Effect]

基準モジュールの整数倍の壁パネル、即ち標準の壁パネ
ルを用いうるため、壁パネルの新たな別件がなく、生産
性に優れる。又壁パネルが斜めにかつ間隙を有して向き
合うとともに、該壁パネル上面に固定される梁の前記間
隙に向く端面間を連結金具の第1、第2の固定片に固着
するとともに、第1、第2の固定片を継ぐ継ぎ片に、前
記間隙に端面を臨ませる他の梁を固定する梁取付部を設
けている。従ってこの他の梁は、壁パネル上面の梁と連
結金具を介して一体化し、膨出部の構造を補強する。
Since a wall panel having an integral multiple of the standard module, that is, a standard wall panel, can be used, there is no additional requirement for wall panels, and productivity is excellent. Further, the wall panels face each other diagonally with a gap between them, and the ends of the beams fixed to the upper surface of the wall panels facing the gap are fixed to the first and second fixing pieces of the connecting fittings, and the first A beam attachment part for fixing another beam whose end face faces the gap is provided on the joint piece that connects the second fixing piece. Therefore, this other beam is integrated with the beam on the upper surface of the wall panel via a connecting fitting to reinforce the structure of the bulge.

又継ぎ片の長さは自在に設定しうるため、標準の壁パネ
ルを使用するときに生じる間隙を調整でき、壁パネル配
置の融通性を増す。
Additionally, since the length of the splices can be set freely, the gaps that occur when using standard wall panels can be adjusted, increasing flexibility in wall panel placement.

〔実施例〕〔Example〕

以下本発明の一実施例を図面に基づき説明する。 An embodiment of the present invention will be described below based on the drawings.

第1図において、家屋Hは、家屋本体Hbに非矩形の膨
出部Haを設け、又家屋本体Hbには平屋建部分Hcが
突設される。
In FIG. 1, a house H has a non-rectangular bulge Ha on the house body Hb, and a one-story building portion Hc protrudes from the house body Hb.

前記膨出部Haは、く字状に斜めに順次傾きかつ折曲り
部で夫々間隙Nを有して側端面が向き合う複数枚の壁パ
ネルP−・を具える。又壁パネルPの上面には端面を該
壁パネルPの側端面に揃えて梁4が夫々固定されるとと
もに、該間隙Nを挟んで対向する梁4の端面間を連結金
具7を用いて接合する。又該連結金具7は、前記間隙N
に端面が面する他の梁4b、4cの咳端面をも連結でき
る。
The bulging portion Ha includes a plurality of wall panels P-, which are sequentially inclined obliquely in a dogleg shape and have side end surfaces facing each other with a gap N between them at the bent portions. Also, beams 4 are fixed to the upper surface of the wall panel P with their end surfaces aligned with the side end surfaces of the wall panel P, and the end surfaces of the beams 4 facing each other with the gap N in between are connected using a connecting fitting 7. do. Further, the connecting fitting 7 has the above-mentioned gap N
The end faces of the other beams 4b and 4c whose end faces face can also be connected.

前記壁パネルPは、基準モジュールMの整数倍の標準の
パネルであって、軸組工法の家屋に用いる小型壁パネル
PS、パネル工法の家屋に用いる大型壁パネルPLを使
用でき、又梁4も、軸組工法の家屋で用いるものが利用
される。
The wall panel P is a standard panel that is an integral multiple of the reference module M, and can be a small wall panel PS used for a frame construction method house or a large wall panel PL used for a panel construction method house. , those used in houses using the frame construction method are used.

梁4は、本例では軸組工法の家屋で胴差として使用され
る床梁4Aを用いており、又該床梁4Aは、第11図に
示すように、溝部を向き合わせた溝形材からなる上弦材
41、下弦材42間を、両端に位置する端板43.43
、該端板43から基準モジュールMを隔てて該床梁4A
の側面と面一な向き合う各一対の取付板44.44及び
端板43と取付板44との間、取付板44.44間をV
字に結ぶラチス45により連結している。なお向き合う
取付板44.44間には、両者を結ぶ補強板47を固着
し、又端板43には取付孔48aを穿設している。
In this example, the beam 4 is a floor beam 4A that is used as a girder in a frame construction method house, and the floor beam 4A is a groove-shaped member with grooves facing each other, as shown in FIG. End plates 43 and 43 located at both ends between the upper chord member 41 and the lower chord member 42 consisting of
, the floor beam 4A is placed across the reference module M from the end plate 43.
V between each pair of mounting plates 44.44 facing flush with the side surfaces of
They are connected by a lattice 45 that connects them in a shape. A reinforcing plate 47 is fixed between the facing mounting plates 44 and 44, and a mounting hole 48a is formed in the end plate 43.

なお床梁4Aにかえて、軸組工法の家屋において使用さ
れる屋根梁4Bをも用いうる。
Note that instead of the floor beam 4A, a roof beam 4B used in a frame construction method house may also be used.

屋根梁4Bは、第12図に示すように、溝形鋼のウェブ
を背中合わせに溶着した綴り合わせ梁からなる基体の両
端に垂直な端板43を取付けている。
As shown in FIG. 12, the roof beam 4B has vertical end plates 43 attached to both ends of a base body made of a spliced beam in which webs of channel steel are welded back to back.

前記大型壁パネルPLは、第11図に例示する枠組pL
を具える。
The large wall panel PL has a framework pL illustrated in FIG.
Equipped with.

枠MipLは、溝部を向き合わせた溝形鋼からなる上枠
材21a、大枠材21bの両端に、角鋼管からなる軸力
負担用の縦枠材21c、21cを架は渡した外フレーム
22を具える。又この外フレーム22内に、溝部を対向
した縦棒材23.23を配し、該縦枠材23.23によ
り囲まれる空間に、斜材24を菱形形状に配する。又木
製の中桟25を適宜架は渡すとともに、下方には、脚片
27を介して合材26を設けている。又この枠組pLに
は、第13図に示すように、脚片27を露出させて面材
28A、28Bを添設する。なお斜材24を省略した大
型壁パネルPLも利用できる。
The frame MipL has an outer frame 22 in which vertical frame members 21c, 21c made of square steel pipes for bearing the axial force are placed on both ends of an upper frame member 21a made of channel steel and a large frame member 21b with their grooves facing each other. equip Moreover, vertical bars 23.23 with opposing grooves are arranged within this outer frame 22, and diagonal members 24 are arranged in a rhombic shape in the space surrounded by the vertical frames 23.23. In addition, a wooden middle crosspiece 25 is appropriately passed over the frame, and a composite material 26 is provided below with leg pieces 27 interposed therebetween. Further, as shown in FIG. 13, side members 28A and 28B are attached to this framework pL with the leg pieces 27 exposed. Note that a large wall panel PL in which the diagonal members 24 are omitted can also be used.

梁4と、大型壁パネルPLとは継ぎ金具5を用いて結合
される。
The beam 4 and the large-sized wall panel PL are connected using joint fittings 5.

継ぎ金具5は、第11.12図に示すように、上片51
、下片52の両端を側片53.53により結合しかつ一
縁に背片を設けた有臭角筒状をなす、又継ぎ金具5は、
前記上片5■を、前記梁4の下面にボルト止めし、又下
片52を、大型壁パネルPLの上面にボルト結合する。
The fitting 5 has an upper piece 51 as shown in FIG. 11.12.
, the joint fitting 5 is shaped like a rectangular tube, with both ends of the lower piece 52 connected by side pieces 53 and 53 and a back piece provided on one edge.
The upper piece 5 is bolted to the lower surface of the beam 4, and the lower piece 52 is bolted to the upper surface of the large wall panel PL.

又篠継ぎ金具5は、大型壁パネルPLにおいて、縦枠材
21c、23を通る略垂直線上に夫々位置させることに
より、梁4に作用する垂直の軸力を、縦枠材21c、2
3により担持できかつ下方に円滑に伝達するとともに、
継ぎ金具5.5間の間隙Gが梁4の撓みを吸収して、内
装材28A、外装材28Bに生じる変形、割れ等の損傷
を効果的に貼止する。
In addition, in the large wall panel PL, the Shino joint fittings 5 are positioned on substantially vertical lines passing through the vertical frame members 21c and 23, so that the vertical axial force acting on the beam 4 is transferred to the vertical frame members 21c and 23.
3, it can be carried and smoothly transmitted downward,
The gap G between the fittings 5.5 absorbs the deflection of the beam 4, and effectively prevents damage such as deformation and cracks occurring in the interior material 28A and the exterior material 28B.

なお大型壁パネルPLは間隙を隔てて並置されるととも
に、その側端面上下の取付孔29aによって連結金具6
Aを介して結合される。
The large wall panels PL are arranged side by side with a gap in between, and the connecting fittings 6 are connected to each other by the mounting holes 29a on the upper and lower side end surfaces.
connected via A.

なお建込みに際しては、第13図に示すように、大型壁
パネルPLと梁4とを、前記継ぎ金具5によって予め連
結しておく、又梁4の両端部近傍に設ける取付孔48b
を通るアイボルト49を用いてクレーン等により吊上げ
つつ建込む。
When constructing the building, as shown in FIG. 13, the large wall panel PL and the beam 4 are connected in advance using the joint fittings 5, and the mounting holes 48b are provided near both ends of the beam 4.
It is erected while being hoisted by a crane or the like using eye bolts 49 that pass through.

前記小型壁パネルPSは、軸組工法で用いられるととも
に、第14図に示すように、ともに木質材からなる上枠
材21a1下枠材21bの両端を縦枠材21c、21c
で連結した外フレーム22に、前記上、下枠材21a、
21b間を継ぐ中桟25を架は渡した枠組pSを具え、
又その内外に内装材28A1外装材28Bを添設してい
る。又基準モジュールMの1乃至3倍、通常1〜2倍程
度の小中に設定される。
The small wall panel PS is used in the framework construction method, and as shown in FIG.
The upper and lower frame members 21a,
The rack is equipped with a framework pS that passes the middle crosspiece 25 that connects between 21b and 21b.
Further, an interior material 28A1 and an exterior material 28B are attached to the inside and outside. Further, it is set to be 1 to 3 times smaller than the reference module M, usually about 1 to 2 times smaller.

又上枠材21aには、梁4への取付用の取付金具8をボ
ルト止めする。又下枠材21bの下面には、土台金具9
の支持片94が嵌入する条溝29bを凹設している。
Further, a mounting bracket 8 for mounting to the beam 4 is bolted to the upper frame member 21a. In addition, a base metal fitting 9 is provided on the lower surface of the lower frame material 21b.
A groove 29b into which the supporting piece 94 fits is provided.

前記取付金具8は、静止部8Aと可動部8Bとからなり
、両者をボルト締着し梁4を挟着することにより取付け
る。
The mounting bracket 8 consists of a stationary part 8A and a movable part 8B, and is mounted by tightening bolts between the two and sandwiching the beam 4.

又剛性を高めるべく耐カバネルPFが使用される。耐カ
バネルPFは、第15図に示すように、ともに溝形鋼か
らなりかつ溝部を内向きに矩形に配する上枠材21a、
21b、21cからなる外フレーム22内に、斜材24
を菱形に配し、又その下方には、合材26を、脚片27
.27を介して設けた枠!pFを具える。
Also, to increase rigidity, Kabanel-resistant PF is used. As shown in FIG. 15, the Kabanel-resistant PF includes an upper frame member 21a, both of which are made of channel steel and have grooves facing inward in a rectangular shape;
A diagonal member 24 is installed inside the outer frame 22 consisting of 21b and 21c.
are arranged in a diamond shape, and below it, a composite material 26 and a leg piece 27 are placed.
.. A frame established through 27! Contains pF.

なお柱3は、第16図に示す、複数階建の家屋形成用の
遥し柱3Aと、管柱3Bとを含む。前記通し柱3Aは、
連結金具6Aと平面同形の基体3工に、梁4の取付孔4
8a、大型壁パネルPLの側端面の取付孔29aと位置
合わせされる孔部31aを具えることにより、本例では
連結金具6Aにかえて使用しうる。なお管柱3Bは高さ
が壁パネルPと同じである他は、通し柱3Aと同構成を
有する。
Note that the pillar 3 includes a hanging pillar 3A for forming a multi-story house and a pipe pillar 3B, as shown in FIG. The through pillar 3A is
Mounting hole 4 of beam 4 is installed in base 3 which has the same planar shape as connecting fitting 6A.
8a, by providing a hole 31a that is aligned with the mounting hole 29a on the side end surface of the large wall panel PL, it can be used in place of the connecting fitting 6A in this example. Note that the tube column 3B has the same configuration as the through column 3A except that the height is the same as that of the wall panel P.

このように本例では、軸組工法の柱はバネルエ法の大型
壁パネル間に使用でき、又梁4も共用化されるとともに
、前記家屋本体Hb、平屋建部分Heは、これらの部材
を用いて形成される。
In this way, in this example, the pillars of the frame construction method can be used between the large wall panels of the Banerue method, and the beams 4 are also shared, and the house body Hb and the one-story building part He can be constructed using these members. It is formed by

家屋本体Hbの階下には、図において右方に、前記管柱
3B間に梁4Aを上面を有する大型壁パネルPLを配す
ることによって形成した外壁を具える。又階上部分は、
図の左方に示すように、通し柱3A、3Aの上端に屋根
梁4Bを架は渡した骨組構造体F間に、小型壁パネルP
S、PSを配することにより形成した外壁を具える。又
平屋建部分Hcは、管柱3B、屋根梁4Bからなる骨組
構造体Fに小型壁パネルps−を配している。又家屋内
部においては、通し柱3Aが立設されか・っ耐カバネル
PFを使用している。
The lower floor of the house main body Hb is provided with an outer wall formed by arranging a large wall panel PL having a beam 4A on the upper surface between the pipe columns 3B on the right side in the figure. Also, the upper floor part is
As shown on the left side of the figure, a small wall panel P is placed between the frame structure F with a roof beam 4B across the upper ends of the through columns 3A and 3A.
It has an outer wall formed by arranging S and PS. Furthermore, the one-story building portion Hc has a frame structure F consisting of pipe columns 3B and roof beams 4B, with small wall panels ps- arranged thereon. Inside the house, the through-pillars 3A are erected and are made of anti-slip cover panel PF.

又前記膨出部Haは、前記のごとく、基準モジュールM
の整数倍の巾の壁パネルPを用いて形成され、又壁パネ
ルPには、基準モジュールの3〜5倍の前記大型壁パネ
ルPL、1〜2倍の小型壁パネルPSを用いうる。
Further, the bulging portion Ha is connected to the reference module M as described above.
The wall panel P can be formed using a wall panel P having a width that is an integral multiple of the width of the reference module, and the large wall panel PL that is 3 to 5 times the width of the reference module and the small wall panel PS that is 1 to 2 times the width of the reference module can be used as the wall panel P.

又壁パネルPは、前記のように、く字状に斜めに順次傾
きかつ折曲げ部の間隙Nを隔ててその側端面は向き合う
とともに向き合う側端面間を、斜め接続用の前記連結金
具7を用いて接続する。
Further, as described above, the wall panels P are inclined sequentially in a dogleg shape, and their side end surfaces face each other with a gap N between the bent portions, and the connecting fittings 7 for diagonal connection are connected between the opposing side end surfaces. Connect using

第1図に示す膨出部Haは、第8図に示す家屋本体Hb
の基準モジュールMの6倍長さの開口部に形成される。
The bulge Ha shown in FIG. 1 is the main body Hb of the house shown in FIG.
The opening is six times as long as the reference module M.

又壁パネルPは、前記開口部の両側に、基準モジュール
Mの1倍長さの小型壁パネルPSl、2倍長さの小型壁
パネルPS2を壁面と直角に配するとともに、その先端
を2枚の2倍長さの小型壁パネルPS2、PS2.3倍
長さの大型壁パネルPL3を用いて継いでいる。又基壁
パネルPの上面には、各壁パネルPの巾と同寸法かつ端
面を該壁パネルPの側端面に整一させて、前記梁4・−
が固定される。大型壁パネルPL3の場合には、前記継
ぎ金具5を用いて、又小型壁パネルPS1、PS2の場
合には、前記取付金具8、土台金具9を用いる他、前記
継ぎ金具5と同厚さの適宜の継ぎ部材を用いて、該壁パ
ネルPと梁4とを固着するのもよい。なお梁4として、
前記ラチス梁からなる床梁4Aの他、断面1字の前記屋
根梁4Bをも利用しうる。
In addition, the wall panel P has a small wall panel PSl of one time the length of the reference module M, and a small wall panel PS2 of twice the length of the reference module M arranged at right angles to the wall surface on both sides of the opening. A small wall panel PS2, which is twice as long as PS2, and a large wall panel PL3, which is three times as long as PS2, are used to connect the wall panels. Further, on the upper surface of the base wall panel P, the beams 4-
is fixed. In the case of large-sized wall panel PL3, the above-mentioned joint fittings 5 are used, and in the case of small-sized wall panels PS1 and PS2, in addition to the above-mentioned mounting fittings 8 and base metal fittings 9, the above-mentioned fittings 8 and base metal fittings 9 are used. It is also possible to fix the wall panel P and the beam 4 using an appropriate joint member. Furthermore, as beam 4,
In addition to the floor beam 4A made of the lattice beam, the roof beam 4B having a single-shaped cross section may also be used.

又正面の小型壁パネルPS2には家屋本体Hbからのび
る継ぎ梁4aがその内面にがっ直角に接続される。
Furthermore, a joint beam 4a extending from the house main body Hb is connected to the small wall panel PS2 at the front at a right angle to its inner surface.

又前記継ぎ梁4aには、該継ぎ梁4aと直交し、前記開
口部に内端が連なる小型壁パネルPSl、PS2の外側
の側端面に形成される前記間隙Nに端面が臨む他の継ぎ
梁4b、4cが接続される。
Further, the joint beam 4a includes another joint beam whose end face faces the gap N formed on the outer side end face of the small wall panels PS1 and PS2, which are orthogonal to the joint beam 4a and whose inner ends are connected to the openings. 4b and 4c are connected.

又該梁4b、4cは、各壁パネルP上端の各梁4の端面
とともに、連結金具7を用いて連結する。
The beams 4b and 4c are connected to the end surfaces of the beams 4 at the upper end of each wall panel P using connecting fittings 7.

連結金具7は、第2図に示すように、梁4.4と継ぎ梁
4b又は梁4.4と継ぎ梁4cの@面上方部を継ぐ上の
連結金具7aと、下方部を継ぎ゛かつ上の連結金具7a
と上下勝手違いの下の連結金具7bとを含むとともに、
本例では、前記連結金具7a、7+)を共用して壁パネ
ルPの上下を取付孔29aにより連結している。
As shown in FIG. 2, the connecting fitting 7 connects the upper connecting fitting 7a, which connects the upper part of the @ plane of the beam 4.4 and the connecting beam 4b or the beam 4.4 and the connecting beam 4c, and the lower part. Upper connecting fitting 7a
and a lower connecting fitting 7b which is opposite to the upper and lower sides,
In this example, the connecting fittings 7a, 7+) are commonly used to connect the upper and lower parts of the wall panel P through the mounting holes 29a.

連結金具7a、7bは、一方の壁パネルP上面の梁4の
前記間隙Nに向く端面をなす前記端板43を取付孔48
aによりボルト止めする第1の固定片71と、他方の壁
パネルP上面の粱4の前記間隙Nに向く端面をなす端板
43にボルト止めされる第2の固定片72とを継ぎ片7
3により連結している。該継ぎ片73は、第1の固定片
71と直交するとともに、その巾lを、前記継ぎ梁4b
、4cの巾よりも大とすることによって、前記継ぎ梁4
b、4cの端面をなす端板43を取付孔48aによって
固定する梁取付部74を形成しうる。
The connecting fittings 7a, 7b connect the end plate 43, which forms the end face facing the gap N of the beam 4 on the upper surface of one wall panel P, to the mounting hole 48.
A first fixing piece 71 to be bolted to the upper surface of the other wall panel P and a second fixing piece 72 to be bolted to the end plate 43 forming the end face facing the gap N of the upper surface of the other wall panel P are connected to the joint piece 7.
It is connected by 3. The joint piece 73 is perpendicular to the first fixed piece 71, and its width l is the same as that of the joint beam 4b.
, 4c, the connecting beam 4
A beam attachment portion 74 can be formed to fix the end plate 43 forming the end faces of the beams b and 4c through the attachment hole 48a.

なお継ぎ片73は、梁取付部74の端部で、前記壁パネ
ルPのく字状の折曲り角度にあわせて屈曲する。又第1
、第2の固定片71.72及び継ぎ片73は、水平な基
片76によって結合される。
Note that the joint piece 73 is bent at the end of the beam attachment part 74 in accordance with the dogleg-shaped bending angle of the wall panel P. Also the first
, the second fixing piece 71 , 72 and the joint piece 73 are connected by a horizontal base piece 76 .

なお壁パネル2間を結ぶ前記連結金具7aはその上方の
連結金具7bと基片76.76によってボルト結合する
。なお一体なものとして形成するのもよい。
The connecting fitting 7a connecting the wall panels 2 is bolted to the connecting fitting 7b above it by means of base pieces 76 and 76. Note that it may also be formed as an integral piece.

なお連結金具7は、第4図に示すように、第1、第2の
固定片71.72間を、第1の固定片71と直角かつ梁
4b、4cよりも広巾であることにより梁取付部74を
具える継ぎ片73より連結することによって形成するこ
ともできる。
As shown in FIG. 4, the connecting fitting 7 is arranged between the first and second fixing pieces 71 and 72 at a right angle to the first fixing piece 71 and wider than the beams 4b and 4c, so that it can be attached to the beam. It can also be formed by connecting pieces 73 provided with portions 74.

又膨出部Haは、第6図に示すように、基準モジュール
Mの4倍長さの開口部に形成することもできる。このと
き、基準モジュールMの1倍長さ、2倍長さの小型壁パ
ネルPS1、PS2を用いうる。又第7図は、基準モジ
ュールMの5倍長さの開口部に設ける場合であり、2倍
長さの小型壁パネルPS2、PS2の両端を、2枚の3
倍巾の大型壁パネルPL3、PL3により連結すること
により、三角部を有する膨出部Haを形成する。
The bulging portion Ha can also be formed in an opening four times as long as the reference module M, as shown in FIG. At this time, small wall panels PS1 and PS2 each having one time and twice the length of the reference module M can be used. Also, FIG. 7 shows the case where the standard module M is installed in an opening five times as long as the reference module M, and both ends of the small wall panels PS2 and PS2, which are twice as long as the reference module M, are connected to two
By connecting the double-width large wall panels PL3, PL3, a bulging portion Ha having a triangular portion is formed.

又この3倍長さの大型壁パネルPL3、PL3を継ぐ連
結金具7は、第5図に示すように、ハ字に傾斜する第1
、第2の固定片71.72に、梁4a固定用の梁取付部
74を有する継ぎ片73によって結合した、線対称形状
に形成される。
Also, as shown in FIG.
, is formed in a line-symmetrical shape, connected to the second fixing pieces 71 and 72 by a joint piece 73 having a beam attachment part 74 for fixing the beam 4a.

又第9図は、基準モジュールMの7倍長さの開口部に設
ける場合であり、開口部の両側には、2倍長さの小型壁
パネルPS2、PS2を配するとともに、その外端は、
2枚の3倍長さの大型壁パネルPL3.1枚の2倍長さ
の小型壁パネルPS2により拮合している。T7第10
図は8倍長さの開口部に取付く場合を示′r。
Also, Fig. 9 shows the case where it is installed in an opening seven times the length of the reference module M, and small wall panels PS2, PS2 of twice the length are arranged on both sides of the opening, and the outer ends are ,
Two large wall panels PL3 that are three times the length are combined with one small wall panel PS2 that is twice the length. T7 10th
The figure shows the case where it is installed in an opening 8 times the length.

このよ・)に、基準寸法の壁パネルを利用して、その上
面の梁4を連結する4:とによって、非矩形の種々な形
状の膨出部Haを1.神桔金、シフのみを間隙Nの形状
と合わせることにより形成できる。
In this way, by using wall panels of standard dimensions and connecting the beams 4 on the upper surface of the wall panels, various non-rectangular shapes of bulges Ha can be formed. It can be formed by matching only the shape of the gap N with the shape of the gap N.

又連結金具7の継ぎ片74の長さを調節し、前記間隙N
の巾を変化させることによって8、膨出部Eaの設計の
自由度を増大しうる。
In addition, the length of the joint piece 74 of the connecting fitting 7 is adjusted to reduce the gap N.
By changing the width of the bulge 8, the degree of freedom in designing the bulge Ea can be increased.

〔発明の効果〕〔Effect of the invention〕

基準モジュールの整数倍の壁パネル、即ち標鵬の壁パネ
ルを用いているため、壁パネルの新作がなく、生産性に
優れるとともに、壁パネル上面に固定される梁の間隙に
向く端面、前記間隙に端面を臨ませる他の梁をともに連
結金具により一体に固定でき、作業性を高めるとともに
、膨出ε5o構造を補強できる。
Since we use wall panels that are an integral number of the standard module, that is, Shiho's wall panels, there is no need to create new wall panels, resulting in excellent productivity. Other beams whose end faces face can be fixed together with the connecting fittings, improving workability and reinforcing the bulging ε5o structure.

又継ぎ片の長さは自在に設定しうるため、標準の壁パネ
ルを使用するときに生しる間隙を調整でき、壁パネル配
置の融通性を増す。
Also, since the length of the splices can be set freely, the gaps that occur when standard wall panels are used can be adjusted, increasing flexibility in wall panel placement.

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

第1図は本発明の構造が採用された家屋を例示する斜視
図、第2は家屋の膨出部を形成する梁、連結金具を例示
する斜視図、第3図はその組立状態を例示する横断面図
、第4.5図は他の連結金具を例示する平面図、第6〜
10図は家屋の膨出部の壁パネル配置を例示する平面図
、第11図は床梁と大型壁パネルの枠組を例示する斜視
図、第12図は屋根梁を例示する斜視図、第13図は床
梁と接合した大型壁パネルを例示する斜視図、第14図
は小型壁パネルを例示する斜視図、第15図は耐カバネ
ルを例示する斜視図、第16図は通し柱を例示する斜視
図、第17図は軸組工法の゛家屋を略示する正面図、第
18図はパネル工法の家屋を略示する正面図である。 4・−・梁、 4A−床梁、  4B・−屋根梁、4a
、4b−継ぎ梁、   5・・−・継ぎ金具、7.7a
、7b一連結金具、71−  第1の固定片、72−第
2の固定片、 73・−継ぎ片、74・−梁取付部、 
   Ha−・膨出部、Hb・・・・−家屋本体、  
  N−・−間隙、P−・壁パネル、   P L・−
大型壁パネル、PS−小型壁パネル。
FIG. 1 is a perspective view illustrating a house in which the structure of the present invention is adopted, the second is a perspective view illustrating the beams and connecting fittings that form the bulge of the house, and FIG. 3 is an example of the assembled state. A cross-sectional view, FIG. 4.5 is a plan view illustrating other connecting fittings, and FIGS.
Fig. 10 is a plan view illustrating the arrangement of wall panels in a bulging part of a house, Fig. 11 is a perspective view illustrating the framework of floor beams and large wall panels, Fig. 12 is a perspective view illustrating roof beams, and Fig. 13 Figure 14 is a perspective view illustrating a large wall panel joined to a floor beam, Figure 14 is a perspective view illustrating a small wall panel, Figure 15 is a perspective view illustrating a cover panel, and Figure 16 is a perspective view illustrating a through column. 17 is a front view schematically showing a house built using the frame construction method, and FIG. 18 is a front view schematically showing a house built using the panel construction method. 4--beam, 4A-floor beam, 4B--roof beam, 4a
, 4b-joint beam, 5...joint fittings, 7.7a
, 7b series of fittings, 71--first fixing piece, 72--second fixing piece, 73--joint piece, 74--beam attachment part,
Ha--bulging part, Hb--house body,
N-・- Gap, P-・Wall panel, P L・-
Large wall panel, PS-small wall panel.

Claims (1)

【特許請求の範囲】[Claims] 1 く字状に斜めに傾きかつ折曲り部で間隙を有して側
端面が向き合うとともに基準モジュールの整数倍の巾の
壁パネルの上面に、梁をかつ該梁の端面を前記側端面に
揃えて固定するとともに、一方の壁パネルの上面の梁の
前記間隙に向く端面に固定される第1の固定片と、他方
の壁パネル上面の梁の前記間隙に向く端面に固定される
第2の固定片と、前記第1、第2の固定片を継ぐととも
に前記間隙に端面を向けて配される他の梁の前記端面を
固定する梁取付部を有する継ぎ片とを有する連結金具を
用いて連結してなる壁パネル連結構造。
1. A beam is placed on the upper surface of a wall panel that is inclined diagonally in a dogleg shape, has a gap at the bent part, faces each other, has a width that is an integral multiple of the reference module, and aligns the end surface of the beam with the side end surface. a first fixing piece fixed to the end face of the beam on the top surface of one wall panel facing the gap, and a second fixing piece fixed to the end face facing the gap of the beam on the top surface of the other wall panel. using a connecting fitting having a fixing piece and a joint piece having a beam attachment part that joins the first and second fixing pieces and fixes the end face of another beam arranged with its end face facing the gap; Connecting wall panel structure.
JP20916089A 1989-08-11 1989-08-11 Wall panel jointing construction Granted JPH0372138A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20916089A JPH0372138A (en) 1989-08-11 1989-08-11 Wall panel jointing construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20916089A JPH0372138A (en) 1989-08-11 1989-08-11 Wall panel jointing construction

Publications (2)

Publication Number Publication Date
JPH0372138A true JPH0372138A (en) 1991-03-27
JPH0583693B2 JPH0583693B2 (en) 1993-11-29

Family

ID=16568316

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20916089A Granted JPH0372138A (en) 1989-08-11 1989-08-11 Wall panel jointing construction

Country Status (1)

Country Link
JP (1) JPH0372138A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003193568A (en) * 2001-12-28 2003-07-09 Meiji Kogyo Kk Body structure for building
CN108726316A (en) * 2018-08-15 2018-11-02 项达林 Building-block-type lift hoistway and its installation method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003193568A (en) * 2001-12-28 2003-07-09 Meiji Kogyo Kk Body structure for building
CN108726316A (en) * 2018-08-15 2018-11-02 项达林 Building-block-type lift hoistway and its installation method
CN108726316B (en) * 2018-08-15 2023-09-12 项达林 Building block type elevator shaft installation method

Also Published As

Publication number Publication date
JPH0583693B2 (en) 1993-11-29

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