JPH0197785A - Method of constituting wall surface of building - Google Patents

Method of constituting wall surface of building

Info

Publication number
JPH0197785A
JPH0197785A JP63220798A JP22079888A JPH0197785A JP H0197785 A JPH0197785 A JP H0197785A JP 63220798 A JP63220798 A JP 63220798A JP 22079888 A JP22079888 A JP 22079888A JP H0197785 A JPH0197785 A JP H0197785A
Authority
JP
Japan
Prior art keywords
panel
window frame
panels
wall surface
window
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.)
Pending
Application number
JP63220798A
Other languages
Japanese (ja)
Inventor
Kazuo Nishiyama
西山 和夫
Junichi Nakase
中瀬 純一
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.)
Nippon Light Metal Co Ltd
Asahi Chemical Industry Co Ltd
Original Assignee
Nippon Light Metal Co Ltd
Asahi Chemical Industry 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 Nippon Light Metal Co Ltd, Asahi Chemical Industry Co Ltd filed Critical Nippon Light Metal Co Ltd
Priority to JP63220798A priority Critical patent/JPH0197785A/en
Publication of JPH0197785A publication Critical patent/JPH0197785A/en
Pending legal-status Critical Current

Links

Landscapes

  • Door And Window Frames Mounted To Openings (AREA)
  • Special Wing (AREA)

Abstract

PURPOSE: To eliminate the need for lateral reinforcement and to construct in a short time and at low cost a wall surface having a number of windows arranged continuously therein by supporting a window frame directly on panels. CONSTITUTION: Vertically rectangular panels 3 are horizontally stacked on the front surfaces of appropriately spaced and vertically erected columns 1, and a horizontal line of openings 19 having a length throughout which windows are arranged continuously is formed between the panels 3. Anchor rails 21, 20 of generally L-shaped cross section are directly fastened respectively to the lower end face of the upper panel 3 with screws and the upper end face of the lower panel 3 around the openings 19 and a window frame 30 is fastened between the anchor rails 20, 21 with screws.

Description

【発明の詳細な説明】 [産業上の利用分野] この発明は、軽量気泡コンクリート等の板状パネル間に
窓枠を連窓状態に形成した壁面な壁牢でしかも短時間で
安価に建設することを目的にした建築物の壁面構成方法
に関するものである。
[Detailed Description of the Invention] [Industrial Application Field] The present invention provides a wall dungeon in which a window frame is formed between plate-like panels made of lightweight aerated concrete or the like in a continuous window manner, and which can be constructed in a short time and at low cost. This paper relates to a method for composing walls of buildings for the purpose of

[従来の技術] 一般に、多数のパネルを用いて形成された壁面は、該パ
ネルやこれを取り付ける部品が工場で標準品として多量
生産され、これらの部品を用いてパネルが容易に組み立
てられるように予め設計されていることから、比較的短
期間で建設でき、主に工場等の建物に利用されている。
[Prior Art] In general, a wall surface formed using a large number of panels is manufactured in such a way that the panels and the parts to which they are attached are mass-produced as standard products at a factory, and the panels can be easily assembled using these parts. Because they are pre-designed, they can be constructed in a relatively short period of time, and are mainly used for buildings such as factories.

そして、前記壁面には必要により採光、換気等の窓が設
けられ、室内を明るくすると共に、室内の空気を清浄に
して、室内環境の改善を計っている。
The walls are provided with windows for lighting, ventilation, etc., as necessary, to brighten the room, purify the air in the room, and improve the indoor environment.

上記壁面及び窓を形成するには、例えば建築物の構造躯
体を形成する多数の柱と、該柱に各階の床面な支持する
梁部材を横架し、該横架された梁部材の前面に長方形の
板状パネルを横長に取り付け、所望の位置に前記パネル
が存在しない横一列の開口部を設けて壁面を形成する工
法が知られている。この従来の工法は、第2図に示した
開口部5の縦断面図に見られるように、まず積み重ねた
板状パネル3.3の上下面にアングル材等からなる横鉄
骨6.6を添わせると共に、該鉄骨6.6を柱1.1に
溶接やボルト等により固着させる。
In order to form the above-mentioned walls and windows, for example, a large number of columns forming the structural frame of a building are horizontally supported by beam members supporting the floor surface of each floor, and the front surface of the horizontally supported beam members is A known construction method is to form a wall surface by attaching rectangular plate-like panels horizontally to a wall and providing a horizontal row of openings where the panels are not present at desired positions. In this conventional construction method, as shown in the vertical cross-sectional view of the opening 5 shown in Fig. 2, horizontal steel frames 6.6 made of angle materials or the like are first attached to the upper and lower surfaces of the stacked plate panels 3.3. At the same time, the steel frame 6.6 is fixed to the column 1.1 by welding, bolts, etc.

次に、前記開口部5の下側の横鉄骨6に、強度を増すた
めに直径10mm前後の丸棒を介してアンカー8を溶接
する。該アンカー8には窓枠7の下枠7bが装着されて
いる。同様に上枠7aに装着したアンカー8を直径LO
mm前後の丸棒を介して開口部5の上側の横鉄骨6に溶
接して開口部5内に窓枠7を取り付ける。前記板状パネ
ル3と窓枠7との間に形成された空間やその他の空間9
に、モルタル9aを充填する等の仕上作業をして壁面及
び窓枠を形成している。
Next, an anchor 8 is welded to the horizontal steel frame 6 below the opening 5 via a round bar with a diameter of about 10 mm to increase strength. The lower frame 7b of the window frame 7 is attached to the anchor 8. Similarly, the anchor 8 attached to the upper frame 7a has a diameter of LO.
A window frame 7 is attached within the opening 5 by welding to the horizontal steel frame 6 above the opening 5 via a round bar of approximately 1.5 mm in diameter. The space formed between the plate panel 3 and the window frame 7 and other spaces 9
Then, finishing work such as filling with mortar 9a is performed to form the wall surface and window frame.

尚、上記の第2図は、本発明で構成した第1図の壁面で
いえば、a−a線断面に相当する断面図である。
The above-mentioned FIG. 2 is a cross-sectional view corresponding to the a-a line cross section of the wall surface of FIG. 1 constructed according to the present invention.

[発明が解決しようとする課題] しかし、上記従来の工法では、予めアンカー8が取り付
けられている窓枠7全体を建て込むので、アンカー8を
丸棒を介して横鉄骨に溶接するための位置決めや溶接作
業等の現場作業に多大の手間を要すると共に、溶接火花
が発生するから、火災予防等の安全対策が必要となるこ
とや、パネル3と窓枠7との空間9にモルタル9aを充
填しているから、このモルタル9aの混線作業や充填仕
上作業等の現場作業を要すると共に、前記モルタル9a
の養生が必要となり、長期間の工期が必要となり、その
結果、現場作業が複雑で高価なものとなるという問題点
があった。その他に、従来工法で取り付けられた窓枠7
は、アンカー8.8を介して横鉄骨6.6に固着されて
いるが、パネル3.3とは接合関係になく、これら部材
の曲げ弾性係数が異なっているから、強風時や地震時に
おいて、これら部材が外力により曲げ変形したときにモ
ルタル9a及び横鉄骨6がパネル3に対して横滑りし、
これらの間に隙間が生じて漏水の原因となるという問題
点があった。      −[課題を解決するための手
段] 本発明は、上記事情に鑑みてなされたものであり、長方
形状パネルを横長に積み重ねて壁面を形成すると共に、
該壁面に複数の窓が横一列に並ぶ長さの、いよゆる連窓
状態で窓が並ぶ長さの開口部を設け、アンカーレールを
該開口部の上下のパネルの端面に直接ねじ止めして固定
して、上記アンカーレール間に窓枠を建て込んで、該窓
枠をパネルに直接支持させることにより、従来方法に見
られた横鉄骨を不要にするとともに、従来方法に見られ
た横鉄骨を不要にするとともに“、しかも多数の窓を連
窓状態で有する壁面を短期間で且つ安価に建設すること
を可能にした建築物の壁面構成方法を提供するものであ
る。
[Problems to be Solved by the Invention] However, in the conventional construction method described above, the entire window frame 7 to which the anchors 8 are attached in advance is built, so the positioning for welding the anchors 8 to the horizontal steel frame via round bars is difficult. On-site work such as welding and welding requires a lot of effort, and since welding sparks are generated, safety measures such as fire prevention are required, and the space 9 between the panel 3 and the window frame 7 is filled with mortar 9a. Therefore, it is necessary to perform on-site work such as crossing the mortar 9a and filling and finishing the mortar 9a.
There was a problem that curing was required, which required a long construction period, and as a result, on-site work became complicated and expensive. In addition, window frames 7 installed using conventional methods
is fixed to the horizontal steel frame 6.6 via an anchor 8.8, but it is not connected to the panel 3.3, and since the bending elastic modulus of these members is different, it will not work in the event of strong winds or earthquakes. , when these members are bent and deformed by external force, the mortar 9a and the horizontal steel frame 6 slide sideways against the panel 3,
There was a problem in that gaps were formed between these, causing water leakage. - [Means for Solving the Problems] The present invention has been made in view of the above circumstances, and includes stacking rectangular panels horizontally to form a wall surface, and
An opening long enough for a plurality of windows to be lined up horizontally in a horizontal row is provided in the wall, and anchor rails are screwed directly to the end faces of the panels above and below the opening. By fixing the window frame between the anchor rails and directly supporting the window frame on the panel, the horizontal steel frame seen in the conventional method is not required, and the horizontal steel frame seen in the conventional method is To provide a method for constructing a wall surface of a building, which makes it possible to construct a wall surface having a large number of consecutive windows in a short period of time and at low cost.

即ち、本発明は、適宜間隔をあけて縦方向に立設した柱
の前面に上下方向に長方形のパネルを横長に積み重ねる
とともに、パネル間に連窓状態で窓が並ぶ長さの横一列
の開口部を形成し、断面ほぼL形のアンカーレールを該
開口部の上部パネルの下端面と下部パネルの上端面に直
接ねじ止めし、更に上記アンカーレール間に窓枠をねじ
止めすることを特徴とする連窓部を有する建築物の壁面
構成方法である。
That is, the present invention stacks rectangular panels horizontally in the vertical direction on the front of pillars vertically erected at appropriate intervals, and also creates a horizontal row of long openings in which windows are lined up in a row between the panels. An anchor rail having a substantially L-shaped cross section is directly screwed to the lower end surface of the upper panel and the upper end surface of the lower panel of the opening, and a window frame is further screwed between the anchor rails. This is a method for configuring the wall surface of a building having a continuous window section.

以下、この発明を添付した図面の第1図及び第3図乃至
第5図に基づいて具体的に説明する。第1図は本発明で
得られる開口部を有する壁面の斜視図であり、第3図は
パネルの建て込み状態を示す断面図であり、第4図は本
発明で得られた開口部の断面図であり、第5図は第1図
とは異なる本発明で得られた壁面の開口部分を示す正面
図である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be specifically described below with reference to FIGS. 1 and 3 to 5 of the accompanying drawings. FIG. 1 is a perspective view of a wall surface having an opening obtained by the present invention, FIG. 3 is a cross-sectional view showing how the panel is installed, and FIG. 4 is a cross-sectional view of the opening obtained by the present invention. FIG. 5 is a front view showing an opening in a wall surface obtained by the present invention, which is different from FIG. 1.

各図において符号1は建築物の構造躯体を形成するH型
鋼等からなる柱で、一定間隔ごとに立設されている。符
号3は、壁面を構成する長方形状パネル(以下、パネル
と略称)でALC板と略称される軽量気泡コンクリート
板やPC板と略称されるプレキャスト・コンクリート板
等の軽量で高強度を有する材料から形成されている。こ
のパネル3は、前記柱1.1間の間隔とほぼ同一の長さ
を有している。第3図(ハ)ではこのパネルは、その長
辺の上端面には突形状の係合部3aを、その長辺の下端
面には凹形状の係止部3bを、その横方向短辺の両端面
には、第3図(ニ)や(ロ)に示されているように、取
付孔3c、3cを各々有している。前記係合部3a及び
係止部3bは、前記・パネル3を横長に積み重ねるとき
に互いに係合して、雨水等の水分の侵入を防止し、且つ
パネル3の一部に加わる外力を他のパネル3と一体で受
は止めて、パネル3にかかる外力を分散させるためのも
のである。
In each figure, reference numerals 1 denote columns made of H-shaped steel or the like that form the structural frame of the building, and are erected at regular intervals. Reference numeral 3 is a rectangular panel (hereinafter abbreviated as a panel) that makes up the wall surface, and is made of lightweight and high-strength materials such as lightweight aerated concrete boards abbreviated as ALC boards and precast concrete boards abbreviated as PC boards. It is formed. This panel 3 has approximately the same length as the spacing between the columns 1.1. In FIG. 3(c), this panel has a protruding engaging portion 3a on the upper end surface of its long side, a concave locking portion 3b on the lower end surface of the long side, and a short side in the lateral direction. As shown in FIGS. 3(d) and 3(b), both end faces of the holder have mounting holes 3c, 3c, respectively. The engaging portions 3a and the locking portions 3b engage with each other when the panels 3 are stacked horizontally to prevent moisture such as rainwater from entering, and to prevent external forces applied to a portion of the panels 3 from being caused by other forces. The receiver is fixed integrally with the panel 3 to disperse external forces applied to the panel 3.

第4図に示した符号20.21は、断面ほぼL字形の上
下部アンカーレールであり、柱1.1間の間隔とほぼ同
一か又はその整数倍の長さを有するものである。第4図
(イ)に示したアンカーレールは窓枠30を取り付ける
ための短足の外フランジ及び長足の内フランジを有する
断面ほぼL形のアンカーレールである。符号30は、第
1図や第5図等に示されているように、連窓状態の開口
部に引き違い障子や嵌殺ガラスを装着するための窓枠で
ある。
Reference numerals 20.21 shown in FIG. 4 indicate upper and lower anchor rails having a substantially L-shaped cross section, and having a length that is substantially the same as the spacing between the pillars 1.1 or an integral multiple thereof. The anchor rail shown in FIG. 4(A) has a substantially L-shaped cross section and has a short outer flange and a long inner flange for attaching the window frame 30. As shown in FIGS. 1 and 5, the reference numeral 30 is a window frame for attaching a sliding sliding shoji or an inlaid glass to an opening in a row of windows.

上記部材は、いずれも形状や取付位置の位置関係等を前
辺って設計し、工場で加工、生産されるプレハブ構造で
あり、上記部材の他に本発明で使用される部材も前記部
材と同様にプレハブ構造とされ、マニュアル等に従って
作業すれば熟練工でなくとも容易に組み立てるようにし
であるものである。
All of the above-mentioned members are prefabricated structures that are designed with the shape and positional relationship of installation positions in mind, and are processed and produced at a factory.In addition to the above-mentioned members, the members used in the present invention are also Similarly, it has a prefabricated structure, and can be easily assembled even by non-skilled workers by following the manual.

[実施例] 本発明の建築物の壁面構成方法の一例を第3図を用いて
具体的に説明する。まず、建築物基部の縦断面図である
第3図(イ)に示すように、長方形のパネル3を一階床
面縁部に設けた段部9にコーキング材14を介して横長
に着座させ、建築物の一部の横断面図である第3図(ロ
)や(ニ)に示すように、パネル3の横方向両端部の室
内側面を柱1,1に当接させると共に、孔3c、3cに
屋内側からフックボルト12.12を挿入してその頭部
を柱1.1に掛止し、前記フックボルト12のねじ部に
ナツトを室外側から締付けてパネル3を固定し、前記フ
ックボルト12.12の室内側の頭部を柱1.1に溶接
する(この工程を以下「フックボルト12で固定する」
という)。前記固定されたパネル3の左右の端部にロッ
クウール又は合成樹脂発泡体等13を介して他の長方形
のパネル3を横長に隣接させ、該パネル3をフックボル
ト12で柱lに固定する。前記パネル3が柱lに固定さ
れると、前記ロックウール又は合成樹脂発泡体等13に
外側からコーキング材14を充填してシールする。以下
、上記の順序でロックウール又は合成樹脂発泡体等13
を介してパネル3を併設すると共に、コーキング材14
を介して段部9上に着座させ、前記パネル3を柱lに固
定していき最下段の壁面を左右方向に形成する。
[Example] An example of the method for constructing a wall surface of a building according to the present invention will be specifically explained using FIG. 3. First, as shown in FIG. 3 (a), which is a vertical cross-sectional view of the building base, a rectangular panel 3 is seated horizontally on a step 9 provided at the edge of the first floor floor via a caulking material 14. As shown in FIGS. 3(B) and 3(D), which are cross-sectional views of a part of the building, the indoor side surfaces of both lateral ends of the panel 3 are brought into contact with the pillars 1, 1, and the holes 3c are , 3c from the indoor side, hook the head of the hook bolt 12.12 to the column 1.1, tighten the nut onto the threaded portion of the hook bolt 12 from the outdoor side to fix the panel 3, and Weld the head of the indoor side of the hook bolt 12.12 to the column 1.1 (this process will be referred to as "fixing with the hook bolt 12" hereinafter)
). Another rectangular panel 3 is placed horizontally adjacent to the left and right ends of the fixed panel 3 via rock wool or synthetic resin foam 13, and the panel 3 is fixed to the column 1 with hook bolts 12. When the panel 3 is fixed to the pillar 1, the rock wool or synthetic resin foam 13 is filled with caulking material 14 from the outside and sealed. Below, in the above order, rock wool or synthetic resin foam, etc. 13
In addition to installing the panel 3 through the caulking material 14
The panel 3 is seated on the stepped portion 9 via the column 1, and the panel 3 is fixed to the pillar 1, thereby forming a wall surface of the lowermost step in the left-right direction.

次に、建築物の縦断面図である第3図(ハ)に示すよう
に、柱1に固定された長方形の横長のパネル3の上部の
係合部3aに、その上に積み上げる長方形の横長のパネ
ル3の係止部3bを係止させて、次のパネル3を積み上
げて前記パネルと同様にフックボルト12.12で柱1
.1に固定する。そして、上記した方法により、左右方
向にパネル3をロックウール又は合成樹脂発泡体等13
を介して併設させると共に、係合部3aと係止部3bを
係合させて前記パネルを柱1に固定してパネルを積み上
げ、2段目の壁面を左右方向に形成する。
Next, as shown in FIG. 3 (C), which is a vertical cross-sectional view of the building, a rectangular horizontally long panel 3 is stacked on top of the engaging part 3a of the rectangular horizontally long panel 3 fixed to the pillar 1. Lock the locking part 3b of the panel 3, stack the next panel 3, and attach it to the pillar 1 with hook bolts 12 and 12 in the same way as the previous panel.
.. Fixed to 1. Then, by the method described above, the panel 3 is made of rock wool, synthetic resin foam, etc. 13 in the left and right direction.
At the same time, the engaging portions 3a and the locking portions 3b are engaged to fix the panels to the pillars 1, and the panels are piled up to form a second wall surface in the left-right direction.

以下、上記工程を繰り返して長方形の横長のパネル3で
構成された所定の壁面を形成して行く。
Thereafter, the above steps are repeated to form a predetermined wall surface composed of rectangular horizontally elongated panels 3.

尚、上記壁面に直交する壁面の隅角部は、建築物の横断
面図である第3図(ニ)に示すように、柱lにアングル
ICを溶接し、パネル3の横方向端面との間にロックウ
ール又は合成樹脂発泡体等13を介在させ前記アングル
1cに上記壁面と直交するパネル3をフックボルト12
で固定する。
As shown in Figure 3 (D), which is a cross-sectional view of the building, the corner of the wall perpendicular to the above-mentioned wall surface is formed by welding an angle IC to the column 1 and connecting it to the lateral end surface of the panel 3. Hook bolts 12 are attached to the panel 3 perpendicular to the wall surface at the angle 1c with rock wool or synthetic resin foam 13 interposed therebetween.
Fix it with.

以下、上記工程により上記壁面に対して直角にパネル3
で構成された壁面を形成してゆく。
Thereafter, in the above process, the panel 3 is placed at right angles to the wall surface.
A wall surface composed of

次に、一定位置まで長方形の横長のパネル3を積み重ね
た後、窓枠30の建込状態を示す縦断面図である第4図
(イ)に示すように、開口部の下端のパネル3の上端面
から上方向に開口に必要な寸法の空隙を設けて、開口部
の上部になる長方形の横長のパネル3を取り付けるため
に、柱lにブラケット1bを取り付ける。このブラケッ
ト1bは、その上に取り付けるパネル3を支持するに必
要な長さの短いアングル材からなるブラケット1bであ
る。前記ブラケット1bの多数を多数の柱lにおいて横
一列に設ける。このようにして設けた短いブラケット1
bの上に上部のパネル3を載置してパネルをフックボル
ト12.12で柱1゜1に固定する。このようにして載
置固定された上部パネル3の左右方向にもパネルをフッ
クボルト12.12で柱1.1に固定しながら載置して
ゆき、窓枠30を取り付けるべき位置に、窓枠30を建
て込むための開口部19が横一列に形成された開口部1
9付きの壁面を構成する。 窓枠30の建込は、その建
込状態を示す縦断面図である第4図(イ)に示すように
、上記開口部19の下側のパネル3の上端面に下部アン
カーレール20を載置してボルト20aで、そのウェブ
部分をパネル3に直接固定し、また上記開口部19の上
側である上部パネル3の下端面に上部アンカーレール2
1を垂下させて同様にそのウェブ部分をボルト21aで
パネル3に直接固定する。尚、柱1.1のところで部分
的にブラケット等の補強板を用いてアンカーレール21
の固定を更に補強するようにしてもよい、前記アンカー
レールな短足の外フランジと長足の内フランジとを有す
る断面ほぼL形のアンカーレールとした場合、アンカー
レール20内のフランジ20bに突片20cを形成して
、その突片20cに窓枠30の下隅角部を一端載置し、
前記下部アンカーレール20の短足の外フランジ20d
と長足の内フランジ20bとに窓枠30の外フランジと
内フランジとをビス20eで固定すると共に、前記上部
アンカーレール21の短足の外フランジ21cと長足の
内フランジ21bとに窓枠30の外フランジと内フラン
ジとをビス21dで固定する。尚、水切り23を前記の
ビス20eで前記アンカーレール20に前記窓枠30と
同時に取り付ける。また前記窓枠30上端と前記上部パ
ネル3との間に雨水の侵入を防止するためのシール材2
2を充填し、同時に固定された水切り23と前記窓枠3
0の下方との間及びパネル3上端面と前記水切り23と
の間に各々シール材24.25を充填する。
Next, after stacking the rectangular horizontally long panels 3 to a certain position, as shown in FIG. A bracket 1b is attached to the pillar l in order to provide a gap of the size required for the opening upward from the upper end surface, and to attach the rectangular horizontally long panel 3 that will be the upper part of the opening. This bracket 1b is made of an angle material having a short length necessary to support the panel 3 attached thereon. A large number of the brackets 1b are provided in a horizontal row on a large number of columns 1. Short bracket 1 installed in this way
Place the upper panel 3 on top of b and fix the panel to the column 1°1 with hook bolts 12.12. The upper panel 3 that has been placed and fixed in this way is placed on the pillar 1.1 with the hook bolts 12.12 in the left and right directions, and the window frame 30 is placed in the position where the window frame 30 is to be attached. Opening 1 in which openings 19 for installing 30 are formed in a horizontal row
Construct the wall surface with 9. The window frame 30 is installed by placing the lower anchor rail 20 on the upper end surface of the panel 3 below the opening 19, as shown in FIG. The web portion is directly fixed to the panel 3 with bolts 20a, and the upper anchor rail 2 is attached to the lower end surface of the upper panel 3 above the opening 19.
1 is suspended, and its web portion is similarly fixed directly to the panel 3 with bolts 21a. In addition, the anchor rail 21 is partially installed using a reinforcing plate such as a bracket at the pillar 1.1.
When the anchor rail has a short outer flange and a long inner flange and has an approximately L-shaped cross section, a projecting piece is attached to the flange 20b inside the anchor rail 20. 20c, one end of the lower corner of the window frame 30 is placed on the protruding piece 20c,
Short outer flange 20d of the lower anchor rail 20
The outer flange and inner flange of the window frame 30 are fixed to the inner flange 20b of the window frame 30 with screws 20e, and the outer flange 21c of the window frame 30 and the inner flange 21b of the long leg are fixed to the outer flange 21c of the upper anchor rail 21 and the inner flange 21b of the long leg. Fix the outer flange and inner flange with screws 21d. Incidentally, the drainer 23 is attached to the anchor rail 20 at the same time as the window frame 30 using the screw 20e. Further, a sealing material 2 is provided between the upper end of the window frame 30 and the upper panel 3 to prevent rainwater from entering.
2, and the drainer 23 and the window frame 3 are fixed at the same time.
0 and between the upper end surface of the panel 3 and the drainer 23, sealing materials 24 and 25 are filled, respectively.

次に、方立部33の建込状態を示す。窓枠30の建込状
態を示す横断面図である第4図(ロ)に示すように、窓
枠30は、開口部19の横方向に ′連設され、前記窓
枠30.30の隣接する縦枠31が連窓方立部33を介
して相互に連結される。
Next, the built-in state of the mullion 33 will be shown. As shown in FIG. 4(b), which is a cross-sectional view showing the assembled state of the window frame 30, the window frame 30 is extended in the lateral direction of the opening 19, and is adjacent to the window frame 30. The vertical frames 31 are connected to each other via a continuous window mullion 33.

このように窓枠は連窓状態に取り付けられる。前記連窓
方立部33は、いわゆる連結窓の中方立である。図面に
示した方立部33はブラケット33a、板体33b、L
杉板33c等からなり、次のように取り付けられている
。まず、窓枠30の縦枠31,31の裏面の両側に、そ
の上下端部にブラケット33aをビス止めし、該ブラケ
ット33aに上下方向全長通しの板体33bをビス止め
し、前記板体33bに上下方向全長通しのし杉板33c
を各々ビス止めする。前記縦枠31の外板側にシール材
34を介在させたカバー35を準備して、更に前記縦枠
31,31の間にシール材36を挟持させる。そして、
該カバー35を前記り杉板33cの一方にビス止めして
形成する0図面に示した方立部33はこのように構成し
て雨水の侵入を防止している。
In this way, the window frames are installed in a row of windows. The continuous window mullion part 33 is a so-called middle mullion of connected windows. The mullion part 33 shown in the drawing includes a bracket 33a, a plate body 33b, and an L
It consists of cedar boards 33c, etc., and is attached as follows. First, brackets 33a are screwed to the upper and lower ends of both sides of the back surfaces of the vertical frames 31, 31 of the window frame 30, and a plate body 33b extending through the entire length in the vertical direction is screwed to the brackets 33a. A cedar board 33c is passed through the entire length in the vertical direction.
Fasten each with screws. A cover 35 with a sealing material 34 interposed therebetween is prepared on the outer plate side of the vertical frame 31, and a sealing material 36 is further sandwiched between the vertical frames 31, 31. and,
The mullioned portion 33 shown in Figure 0, which is formed by fixing the cover 35 to one of the cedar boards 33c with screws, is configured in this way to prevent rainwater from entering.

このように、本発明は、適宜間隔をあけて縦方向に立設
した柱の前面に上下方向に長方形のパネルを横長に積み
重ねるとともに、パネル間に連窓状態で窓が並ぶ長さの
横一列の開口部を形成し、断面ほぼL形のアンカーレー
ルを該開口部の上部パネルの下端面と下部パネルの上端
面に直接ねじ止めし、更に上記アンカーレール間に窓枠
をねじ止めすることを特徴とする連窓部を有する建築物
の壁面構成方法であり、本発明は上記の方法により、適
宜開口部を設けながら多数のパネルを積み重ねて壁面を
形成し、該パネルに窓枠を支持させて前記開口部に窓を
形成して第1図又は第5図に示すような外観を呈する連
窓部を有する建築物の壁面を構成するものである。
In this way, the present invention stacks rectangular panels horizontally in the vertical direction on the front of pillars vertically erected at appropriate intervals, and also stacks a horizontal row of long windows in a row between the panels. An anchor rail having an approximately L-shaped cross section is directly screwed to the lower end surface of the upper panel and the upper end surface of the lower panel of the opening, and a window frame is further screwed between the anchor rails. The present invention is a method for configuring a wall surface of a building having a continuous window section, and the present invention is a method of forming a wall surface by stacking a large number of panels while providing appropriate openings according to the above method, and supporting a window frame on the panel. A window is formed in the opening to constitute a wall surface of a building having a continuous window section exhibiting an appearance as shown in FIG. 1 or FIG. 5.

尚、必要に応じて建築物内の内装工事が行われる。Additionally, interior construction work inside the building will be carried out as necessary.

[発明の効果] 以上、詳細に説明したように、本発明による連窓部を有
する建築物の壁面構成方法は、部材を取り付けるのに溶
接等の現場合せ(現場合せとは、設計時に図面上におい
て各部材の取付関係が明瞭でない場合等に現場において
、各部材を加工して取り付けるという作業をさす)を用
いずに窓枠等の取付関係を前辺て設計し、工場で加工、
生産されているから、窓枠の取り付けが容易で熟練度を
要せず、しかも溶接の火花による火災の発生を防止する
ための安全対策が不要となり現場作業を著しく省力化す
ることができ、また従来のようにモルタルを充填する工
程をなくすことができ、建設工期が短く安価に連窓部を
有する建築物の壁面を形成することができるものである
[Effects of the Invention] As explained above in detail, the method of configuring the wall surface of a building having a continuous window section according to the present invention uses the existing methods such as welding for attaching members (current methods refer to In cases where the installation relationship of each component is not clear, we design the installation relationship of window frames etc. in advance, instead of using the process of processing and installing each component on site.
Since it is manufactured, it is easy to install the window frame and does not require skill, and there is no need for safety measures to prevent fires caused by welding sparks, which significantly reduces labor on site. The conventional process of filling with mortar can be eliminated, and the construction period can be shortened and walls of buildings with continuous windows can be formed at low cost.

その他に、本発明は、窓枠がアンカーレールな介して直
接パネルにねじ止めされ、これらが直接に接合されてい
るので、即ち本発明は従来例と異なりアンカーレールな
パネルにねじ止めしているので、取り付けの位置関係、
例えば、窓枠と窓枠との位置関係を大きめに穿設された
ボルト孔のボルト外径に対する隙間分で調整することが
でき、さらに断面ほぼL字形状のアンカーレールの広い
底面で窓枠を安定に支持できるという施工上の利点も有
する。
In addition, in the present invention, the window frame is directly screwed to the panel via the anchor rail, and these are directly joined. Therefore, the positional relationship of installation,
For example, the positional relationship between the window frames can be adjusted by adjusting the gap between the bolt holes and the bolt outer diameter, and the wide bottom of the anchor rail, which has an approximately L-shaped cross section, can be used to adjust the position of the window frame. It also has the construction advantage of being able to be stably supported.

また本発明で得られた連窓状態で窓が横一列に並ぶ開口
部を有する建築物の壁面は、窓枠がアンカーレールな介
して直接パネルにねじ止めされ、これらが直接に接合さ
れているので、強風時や地震時においてこれらが一体的
に曲げ変形に対抗し、パネルと窓枠との間に隙間を生ず
ることや該隙間から雨水が侵入しすることがないという
効果を生じ、さらにアンカーレールな長短足の内外フラ
ンジを有する断面ほぼL形状に形成されたものとすると
、風圧等による窓の振動を小さく抑えることができるこ
とや、アンカーレールの広い底面で窓枠を安定に支持で
きることや、室外側から窓枠をアンカーレールの突片に
一端載置して該窓枠を真直ぐ容易に取り付けることがで
きるという効果を奏し、しかも内フランジは長足である
から雨水の侵入を阻止することができるという効果を有
する。勿論、長方形のパネルが横長に積み重ねられたパ
ネル面と横一列の連窓部とが調和のとれた外観を呈する
ものであることは言うまでもないことである。
In addition, in the wall surface of a building having an opening where windows are lined up horizontally in a continuous window state obtained by the present invention, the window frame is directly screwed to the panel via an anchor rail, and these are directly joined. Therefore, in the event of strong winds or earthquakes, these elements collectively resist bending deformation, preventing gaps from forming between the panel and window frame and preventing rainwater from entering through the gaps. If it is formed into a roughly L-shaped cross section with inner and outer flanges with long and short rail legs, it is possible to suppress the vibration of the window due to wind pressure, etc., and the wide bottom of the anchor rail can stably support the window frame. This has the effect of allowing the window frame to be installed straight and easily by placing one end of the window frame on the projecting piece of the anchor rail from the outside of the room, and since the inner flange has long legs, it is possible to prevent rainwater from entering. It has this effect. Of course, it goes without saying that the panel surface in which the rectangular panels are stacked horizontally and the continuous window section arranged horizontally create a harmonious appearance.

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

第1図は本発明で得られる連窓部を有する壁面を示す斜
視図、第2図は従来の壁面の構成状態を示す断面図であ
る。第3図(イ)は−階床面の段部に着座したパネルを
示す縦断面図、第3図(ロ)はパネルが柱にフックボル
トで固定されている状態を示す第1図におけるb−b線
断面図、第3図(八)はパネルの係合状態を示す第1図
におけるc−c線断面図、第3図(ニ)は壁面隅角部の
パネルの位置関係を示す横断面図、第4図(イ)は本発
明の窓の取付状態を示す縦断面図、第4図(ロ)はその
窓の取付状態を示す横断面図、第5図は窓の連窓状態を
示す正面図である。 1・・・柱、3・・・パネル、19・・・開口部、20
・・・下部アンカーレール、 21・・l上部アンカーレール、 30・・・窓枠。 特許出願人  旭化成工業株式会社 〃     日本軽金属株式会社 代理人 弁理士  佐 藤 英 昭 (ハノ す71犯 プ21〕
FIG. 1 is a perspective view showing a wall surface having a continuous window section obtained by the present invention, and FIG. 2 is a sectional view showing the configuration of a conventional wall surface. Figure 3 (a) is a vertical cross-sectional view showing the panel seated on the stepped part of the floor surface, and Figure 3 (b) is b in Figure 1 showing the panel being fixed to the pillar with hook bolts. -B sectional view, Figure 3 (8) is a sectional view taken along C-C line in Figure 1 showing the engaged state of the panels, and Figure 3 (D) is a cross sectional view showing the positional relationship of the panels at the corner of the wall. 4(A) is a vertical cross-sectional view showing the installed state of the window of the present invention, FIG. 4(B) is a cross-sectional view showing the installed state of the window, and FIG. 5 is a continuous window state of the window. FIG. 1... Pillar, 3... Panel, 19... Opening, 20
...lower anchor rail, 21...l upper anchor rail, 30...window frame. Patent applicant Asahi Kasei Kogyo Co., Ltd. Nippon Light Metal Co., Ltd. Agent Patent attorney Hideaki Sato (Hanosu 71 Crimes 21)

Claims (1)

【特許請求の範囲】[Claims] 適宜間隔をあけて縦方向に立設した柱の前面に上下方向
に長方形のパネルを横長に積み重ねるとともに、パネル
間に連窓状態で窓が並ぶ長さの横一列の開口部を形成し
、断面ほぼL形のアンカーレールを該開口部の上部パネ
ルの下端面と下部パネルの上端面に直接ねじ止めし、更
に上記アンカーレール間に窓枠をねじ止めすることを特
徴とする連窓部を有する建築物の壁面構成方法。
Rectangular panels are vertically stacked horizontally in front of pillars that are erected vertically at appropriate intervals, and a horizontal row of openings the length of which windows are lined up in a row is formed between the panels. It has a continuous window section characterized in that an approximately L-shaped anchor rail is directly screwed to the lower end surface of the upper panel and the upper end surface of the lower panel of the opening, and a window frame is further screwed between the anchor rails. Building wall construction method.
JP63220798A 1988-09-03 1988-09-03 Method of constituting wall surface of building Pending JPH0197785A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63220798A JPH0197785A (en) 1988-09-03 1988-09-03 Method of constituting wall surface of building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63220798A JPH0197785A (en) 1988-09-03 1988-09-03 Method of constituting wall surface of building

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP18594281A Division JPS5886248A (en) 1981-11-19 1981-11-19 Constitution of building wall surface and window frame attaching structure

Publications (1)

Publication Number Publication Date
JPH0197785A true JPH0197785A (en) 1989-04-17

Family

ID=16756732

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63220798A Pending JPH0197785A (en) 1988-09-03 1988-09-03 Method of constituting wall surface of building

Country Status (1)

Country Link
JP (1) JPH0197785A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0626274A (en) * 1991-03-15 1994-02-01 Torii Kensetsu:Kk Sash mounting method for concrete building

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS552513A (en) * 1978-06-16 1980-01-10 Hitachi Ltd Apparatus for transferring long steel blocks

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS552513A (en) * 1978-06-16 1980-01-10 Hitachi Ltd Apparatus for transferring long steel blocks

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0626274A (en) * 1991-03-15 1994-02-01 Torii Kensetsu:Kk Sash mounting method for concrete building

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