JPH084154A - Wall panels - Google Patents
Wall panelsInfo
- Publication number
- JPH084154A JPH084154A JP12742594A JP12742594A JPH084154A JP H084154 A JPH084154 A JP H084154A JP 12742594 A JP12742594 A JP 12742594A JP 12742594 A JP12742594 A JP 12742594A JP H084154 A JPH084154 A JP H084154A
- Authority
- JP
- Japan
- Prior art keywords
- wall
- floor
- wall panel
- upper beam
- studs
- 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
Links
Landscapes
- Load-Bearing And Curtain Walls (AREA)
- Panels For Use In Building Construction (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は建物の内外を仕切る壁パ
ネルに関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a wall panel for partitioning the inside and outside of a building.
【0002】[0002]
【従来の技術】従来、ユニット建物等の工業化住宅で
は、特開昭60-228040 号公報に記載の如く、建物の内外
を仕切る壁パネルを予め工場生産するに際し、複数のス
タッドからなる壁枠組に外壁面材を取付けることにて構
成されている。2. Description of the Related Art Conventionally, in an industrialized house such as a unit building, as described in Japanese Patent Laid-Open No. 60-228040, when a wall panel for partitioning the inside and the outside of the building is manufactured in advance in a factory, a wall frame composed of a plurality of studs is used. It is configured by attaching an outer wall material.
【0003】[0003]
【発明が解決しようとする課題】然しながら、従来技術
には、下記〜の問題点がある。 壁パネルが工場生産段階では外壁面材を備えているだ
けであり、現地では内壁面材の取付けが必要となり、現
地作業工数が多い。However, the prior art has the following problems. Since the wall panel only has the outer wall material at the factory production stage, it is necessary to attach the inner wall material locally, which requires a lot of on-site work.
【0004】離し置き建物ユニット間に大面積の壁構
造体を構築する等に際しては、離し置き建物ユニット間
に架け渡した構造材に複数の壁パネルを順次繰り返し接
合する必要があり、現地作業工数が多い。When constructing a large-scale wall structure between separated building units, it is necessary to successively and repeatedly join a plurality of wall panels to the structural material bridged between the separated building units. There are many.
【0005】壁パネルを現地で建物ユニットの構造材
に接合するに際しては、壁パネル施工部分回りに足場を
設け、大きくて重い壁パネルを手作業で取り扱う必要が
あり、現地作業性が悪い。When the wall panel is locally joined to the structural material of the building unit, it is necessary to provide a scaffold around the wall panel construction portion and manually handle the large and heavy wall panel, which is poor in local workability.
【0006】本発明は、壁パネルを用いて建物の壁構造
を形成するに際し、現地作業工数を低減すると共に現地
作業性を向上することを目的とする。It is an object of the present invention to reduce the number of on-site work steps and improve the on-site workability when forming a wall structure of a building using wall panels.
【0007】[0007]
【課題を解決するための手段】請求項1に記載の本発明
に係る壁パネルは、上梁と、下梁と、上梁と下梁との間
に架け渡される複数のスタッドとにより壁枠組を形成
し、この壁枠組に外壁面材と内壁面材のそれぞれを取付
けてなるようにしたものである。A wall panel according to a first aspect of the present invention is a wall frame structure including an upper beam, a lower beam, and a plurality of studs bridged between the upper beam and the lower beam. And the outer wall material and the inner wall material are attached to the wall frame.
【0008】請求項2に記載の本発明は、請求項1に記
載の本発明において更に、前記壁枠組の上梁の両端部と
下梁の両端部に建物構造材に接続され得る接続部を備え
てなるようにしたものである。According to a second aspect of the present invention, in addition to the first aspect of the present invention, a connecting portion that can be connected to a building structural material is provided at both ends of the upper beam and the lower beam of the wall frame. It is prepared to be prepared.
【0009】請求項3に記載の本発明は、請求項1又は
2に記載の本発明において更に、前記壁枠組の上梁に吊
り具を備えてなるようにしたものである。According to a third aspect of the present invention, in addition to the first or second aspect of the present invention, a hanging tool is provided on the upper beam of the wall framework.
【0010】[0010]
【作用】請求項1に記載の本発明によれば下記の作用
がある。 壁パネルが工場生産段階で外壁面材と内壁面材の両方
を備えるものとなり、現地作業工数が少ない。According to the present invention as set forth in claim 1, the following effects are obtained. The wall panel will be equipped with both outer wall material and inner wall material at the factory production stage, and the number of on-site work steps is small.
【0011】請求項2に記載の本発明によれば下記の
作用がある。 壁パネルは壁枠組の上梁の両端部と下梁の両端部に接
続部を備えているから、離し置き建物ユニット間に大面
積の壁構造体を形成する等に際し、壁パネルの上梁と下
梁とに備えてある上述の接続部をそれらの建物ユニット
側構造材に直ちに接合することにて、その壁構造体を構
築できる。従って、現地作業工数を少なく、現地作業性
も簡易となる。The present invention according to claim 2 has the following effects. Since the wall panel is provided with connection parts at both ends of the upper beam and the lower beam of the wall frame, when forming a large-scale wall structure between separated building units, The wall structure can be constructed by immediately joining the above-mentioned connecting portion provided on the lower beam to the structural material on the building unit side. Therefore, the number of man-hours required for on-site work is reduced, and workability on-site is simplified.
【0012】請求項3に記載の本発明によれば下記の
作用がある。 壁パネルを現地で建物ユニットの構造材に接合するに
際し、壁枠組の上梁に設けた吊り具を利用してクレーン
等で吊り作業でき、足場も必要とせず、現地作業性が良
い。The present invention according to claim 3 has the following effects. When joining the wall panel to the structural material of the building unit on site, it is possible to hang it with a crane using the hoisting tool provided on the upper beam of the wall frame, and there is no need for a scaffolding, so local workability is good.
【0013】[0013]
【実施例】図1は1階奥壁パネルを示す模式図、図2は
1階奥壁パネルを分解して示す模式図、図3は1階奥壁
パネルの壁枠組組立手順を示す模式図、図4は1階奥壁
パネルの外壁面材取付手順を示す模式図、図5は1階奥
壁パネルの内壁面材取付手順を示す模式図、図6は2階
奥壁パネルを示す模式図、図7は2階奥壁パネルの壁枠
組組立手順を示す模式図、図8は2階奥壁パネルの外壁
面材取付手順を示す模式図、図9は2階奥壁パネルの内
壁面材取付手順を示す模式図、図10は1階入口小壁パ
ネルを示す模式図、図11は1階入口小壁パネルの外壁
面材取付手順を示す模式図、図12は離し置きユニット
建物の奥壁構造体を示す模式図、図13は1階奥壁構造
体の施工手順を示す模式図、図14は2階奥壁構造体の
施工手順を示す模式図、図15は1階入口小壁構造体の
施工手順を示す模式図、図16は奥壁構造体を示す横断
面図、図17は奥壁構造体を示す縦断面図、図18はユ
ニット建物と建物ユニットを示す模式図である。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is a schematic diagram showing a first floor back wall panel, FIG. 2 is a schematic diagram showing the first floor back wall panel in an exploded manner, and FIG. 3 is a schematic diagram showing a wall frame assembly procedure for the first floor back wall panel. FIG. 4 is a schematic diagram showing an outer wall material mounting procedure of the first floor back wall panel, FIG. 5 is a schematic diagram showing an inner wall material mounting procedure of the first floor back wall panel, and FIG. 6 is a second floor back wall panel Fig. 7, Fig. 7 is a schematic diagram showing the procedure for assembling the wall framework of the second floor back wall panel, Fig. 8 is a schematic diagram showing the procedure for attaching the outer wall material of the second floor back wall panel, and Fig. 9 is the inner wall surface of the second floor back wall panel. Fig. 10 is a schematic diagram showing the material mounting procedure, Fig. 10 is a schematic diagram showing the first floor entrance small wall panel, Fig. 11 is a schematic diagram showing the outer wall material mounting procedure of the first floor entrance small wall panel, and Fig. 12 is a separation unit building. Fig. 13 is a schematic diagram showing the back wall structure, Fig. 13 is a schematic diagram showing the construction procedure of the first floor back wall structure, and Fig. 14 is a model showing the construction procedure of the second floor back wall structure. FIG. 15, FIG. 15 is a schematic diagram showing a construction procedure of the first floor entrance small wall structure, FIG. 16 is a cross sectional view showing the back wall structure, FIG. 17 is a vertical cross sectional view showing the back wall structure, and FIG. 18 is a unit. It is a schematic diagram which shows a building and a building unit.
【0014】ユニット建物10は、図18(A)に示す
如く、複数の建物ユニット11を水平、鉛直方向に隣接
配置して構築された集合住宅である。このユニット建物
10は、左右の建物ユニット11A、11Bを離し置き
し、それらの離し置き建物ユニット11A、11Bの間
に廊下12を設け、廊下12の奥側に1階奥壁構造体1
3、2階奥壁構造体14を設け、廊下12の入口側に1
階入口小壁構造体15を設けている。16は階段であ
る。As shown in FIG. 18A, the unit building 10 is an apartment house constructed by arranging a plurality of building units 11 adjacently in the horizontal and vertical directions. In this unit building 10, left and right building units 11A and 11B are separated from each other, a corridor 12 is provided between the separated building units 11A and 11B, and the first floor back wall structure 1 is provided on the back side of the corridor 12.
The back wall structure 14 on the 3rd and 2nd floors is provided, and 1 is provided on the entrance side of the corridor 12.
A floor entrance small wall structure 15 is provided. 16 is a staircase.
【0015】尚、建物ユニット11は、図18(B)に
示す如く、4本の形鋼製床梁21と、4本の角鋼管製柱
22と、4本の形鋼製天井梁23とを箱型に接合した骨
組構造体である。As shown in FIG. 18B, the building unit 11 includes four shaped steel floor beams 21, four square steel pipe columns 22, and four shaped steel ceiling beams 23. The frame structure is a box-shaped joint.
【0016】以下、1階奥壁構造体13を構成する1階
奥壁パネル30、2階奥壁構造体14を構成する2階奥
壁パネル50、1階入口小壁構造体15を構成する1階
入口小壁パネル70、及びそれら壁構造体13、14、
15の取付構造について説明する。Hereinafter, the first-floor rear wall panel 30 constituting the first-floor rear wall structure 13 and the second-floor rear wall panel 50 constituting the second-floor rear wall structure 14 and the first-floor entrance small-wall structure 15 are constituted. First floor entrance small wall panel 70, and those wall structures 13, 14,
The mounting structure of 15 will be described.
【0017】(A)1階奥壁パネル30(図1〜図5) 1階奥壁パネル30は、図1、図2に示す如く、上梁3
1と、下梁32と、上梁31と下梁32との間に架け渡
される複数のスタッド33とにより壁枠組34を形成
し、この壁枠組34の外面と内面のそれぞれに外壁面材
35と内壁面材36のそれぞれを取付けて構成されてい
る。(A) First floor back wall panel 30 (FIGS. 1 to 5) The first floor back wall panel 30 is an upper beam 3 as shown in FIGS.
1, a lower beam 32, and a plurality of studs 33 bridged between the upper beam 31 and the lower beam 32 to form a wall framework 34, and an outer wall material 35 is formed on each of the outer surface and the inner surface of the wall framework 34. And the inner wall surface member 36 are attached.
【0018】そして、壁枠組34の上梁31の両端部と
下梁32の両端部には、左右の離し置き建物ユニット1
1A、11Bに接続され得る接続部31A、32Aが設
けられている。At the both ends of the upper beam 31 and the lower beam 32 of the wall frame 34, left and right separated building units 1 are provided.
Connection parts 31A and 32A that can be connected to 1A and 11B are provided.
【0019】また、壁枠組34の上梁31の長手方向2
位置には、吊り具37、37が設けられている。Further, in the longitudinal direction 2 of the upper beam 31 of the wall frame 34.
At the position, suspenders 37, 37 are provided.
【0020】以下、壁枠組34の組立手順について説明
する(図3)。 (1) スタッド33を構成する中央スタッド33Aと側ス
タッド33Bに両面粘着テープ38を貼り付ける(図3
(A))。The procedure for assembling the wall frame 34 will be described below (FIG. 3). (1) Attach the double-sided adhesive tape 38 to the central stud 33A and the side studs 33B that form the stud 33 (see FIG. 3).
(A)).
【0021】(2) 中央スタッド33Aと側スタッド33
Bを、上梁31と下梁32の間に立て、ボルトナットセ
ット39にて固定する(図3(B))。 (3) 吊り具37を上梁31の裏ナット位置に取付ける
(図3(C))。(2) Central stud 33A and side stud 33
B is erected between the upper beam 31 and the lower beam 32, and is fixed with a bolt nut set 39 (FIG. 3 (B)). (3) Attach the hanging device 37 to the back nut position of the upper beam 31 (FIG. 3 (C)).
【0022】次に、外壁面材35の取付手順について説
明する(図4)。 (1) 壁枠組34に3枚の広幅外壁面材35と2枚の狭幅
外壁面材35を貼り付ける(図4(A))。このとき、
外壁面材35間に目地棒を挟み、目地幅を出す。Next, the procedure for attaching the outer wall surface material 35 will be described (FIG. 4). (1) Three wide outer wall materials 35 and two narrow outer wall materials 35 are attached to the wall frame 34 (FIG. 4 (A)). At this time,
A joint bar is sandwiched between the outer wall surface members 35 to give a joint width.
【0023】(2) 外壁面材35と壁枠組34の上梁3
1、下梁32、スタッド33とを、リベット41にて固
定する(図4(B))。(2) Upper beam 3 of the outer wall material 35 and the wall frame 34
1, the lower beam 32, and the stud 33 are fixed with the rivet 41 (FIG. 4 (B)).
【0024】(3) 外壁面材35間に、ガスケット目地用
受材42、ガスケット目地用くさび43の順に目地奥ま
で入れる(図4(C))。(3) The gasket joint receiving member 42 and the gasket joint wedge 43 are inserted between the outer wall members 35 in this order to the inner joint (FIG. 4 (C)).
【0025】次に、内壁面材36の取付手順について説
明する(図5)。 (1) 3枚の内壁面材36について、中央の内壁面材36
を先に壁枠組34上に仮置きし、左右の内壁面材36の
エッジを中央の内壁面材36のエッジ上に重ねて仮置き
する(図5(A)、(B))。Next, the procedure for attaching the inner wall surface member 36 will be described (FIG. 5). (1) About the three inner wall materials 36, the inner wall material 36 at the center
Is first temporarily placed on the wall framework 34, and the edges of the left and right inner wall surface members 36 are temporarily placed so as to overlap the edges of the center inner wall member 36 (FIGS. 5A and 5B).
【0026】(2) 内壁面材36を木ねじ44でスタッド
33の木レンガ45に固定する。左右の内壁面材36の
中央寄りエッジは中央の内壁面材36のエッジに重ねて
固定され、左右の内壁面材36の外側寄りエッジは単独
で固定される(図5(C))。(2) The inner wall material 36 is fixed to the wooden brick 45 of the stud 33 with the wooden screw 44. The edges of the left and right inner wall surface members 36 near the center are fixed so as to overlap the edges of the center inner wall member 36, and the outer edges of the left and right inner wall member 36 are fixed independently (FIG. 5C).
【0027】(B)2階奥壁パネル50(図6〜図9) 2階奥壁パネル50は、図6に示す如く、上梁51と、
下梁52と、上梁51と下梁52との間に架け渡される
複数のスタッド53とにより壁枠組54を形成し、この
壁枠組54の外面と内面のそれぞれに外壁面材55と内
壁面材56のそれぞれを取付けて構成されている。(B) Second floor back wall panel 50 (FIGS. 6 to 9) The second floor back wall panel 50 includes an upper beam 51 and an upper beam 51, as shown in FIG.
The lower beam 52 and a plurality of studs 53 bridged between the upper beam 51 and the lower beam 52 form a wall framework 54, and the outer wall surface member 55 and the inner wall surface are formed on the outer surface and the inner surface of the wall framework 54, respectively. Each of the materials 56 is attached and configured.
【0028】そして、壁枠組54の上梁51の両端部と
下梁52の両端部には、左右の離し置き建物ユニット1
1A、11Bに接続され得る接続部51A、52Aが設
けられている。At both ends of the upper beam 51 and the lower beam 52 of the wall frame 54, left and right separated building units 1 are provided.
Connection parts 51A and 52A that can be connected to 1A and 11B are provided.
【0029】また、壁枠組54の上梁51の長手方向2
位置には、吊り具57、57が設けられている。In the longitudinal direction 2 of the upper beam 51 of the wall frame 54,
At the position, suspenders 57, 57 are provided.
【0030】以下、壁枠組54の組立手順について説明
する(図7)。 (1) スタッド53を構成する中央スタッド53Aと側ス
タッド53Bに両面粘着テープ58を貼り付ける(図7
(A))。The procedure for assembling the wall framework 54 will be described below (FIG. 7). (1) Attach the double-sided adhesive tape 58 to the central stud 53A and the side studs 53B that form the stud 53 (see FIG. 7).
(A)).
【0031】(2) 吊り具57を上梁51の裏ナット位置
に取付ける(図7(A))。 (3) 中央スタッド53Aと側スタッド53Bを、上梁5
1と下梁52に、ボルトナットセット59にて固定する
(図7(B))。(2) Attach the suspending tool 57 to the back nut position of the upper beam 51 (FIG. 7 (A)). (3) Connect the central stud 53A and the side stud 53B to the upper beam 5.
1 and the lower beam 52 are fixed with a bolt and nut set 59 (FIG. 7 (B)).
【0032】次に、外壁面材55の取付手順について説
明する(図8)。 (1) 壁枠組54に3枚の広幅外壁面材55と2枚の狭幅
外壁面材55を貼り付ける(図8(A))。このとき、
外壁面材55間に目地棒を挟み、目地幅を出す。Next, the procedure for attaching the outer wall surface material 55 will be described (FIG. 8). (1) Three wide outer wall materials 55 and two narrow outer wall materials 55 are attached to the wall frame 54 (FIG. 8A). At this time,
A joint bar is sandwiched between the outer wall surface members 55 to give a joint width.
【0033】(2) 外壁面材55と壁枠組54のスタッド
53とを、リベット61にて固定する(図8(B))。(2) The outer wall surface material 55 and the stud 53 of the wall frame 54 are fixed with the rivet 61 (FIG. 8 (B)).
【0034】(3) 外壁面材55間に、ガスケット目地用
受材62、ガスケット目地用くさび63の順に目地奥ま
で入れる(図8(C))。(3) A gasket joint receiving material 62 and a gasket joint wedge 63 are inserted between the outer wall surface members 55 in this order to the depth of the joint (FIG. 8 (C)).
【0035】次に、内壁面材56の取付手順について説
明する(図9)。 (1) 3枚の内壁面材56について、中央の内壁面材56
を先に壁枠組54上に仮置きし、左右の内壁面材56の
エッジを中央の内壁面材56のエッジ上に重ねて仮置き
する(図9(A)、(B))。Next, the procedure for attaching the inner wall surface material 56 will be described (FIG. 9). (1) About the three inner wall surface materials 56, the inner wall surface material 56 at the center
Is first temporarily placed on the wall framework 54, and the edges of the left and right inner wall surface members 56 are temporarily placed so as to overlap the edges of the center inner wall member 56 (FIGS. 9A and 9B).
【0036】(2) 内壁面材56を木ねじ64でスタッド
53の木レンガ65に固定する。左右の内壁面材56の
中央寄りエッジは中央の内壁面材56のエッジに重ねて
固定され、左右の内壁面材56の外側寄りエッジは単独
で固定される(図9(C))。(2) The inner wall material 56 is fixed to the wooden brick 65 of the stud 53 with the wooden screw 64. The edges of the left and right inner wall surface materials 56 toward the center are fixed so as to overlap the edges of the center inner wall material 56, and the outer edges of the left and right inner wall material 56 are independently fixed (FIG. 9C).
【0037】(C)1階入口小壁パネル70(図10、
図11) 1階入口小壁パネル70は、図10に示す如く、上梁7
1と、下梁72と、上梁71と下梁72との間に架け渡
される複数のスタッド73とにより壁枠組74を形成
し、この壁枠組74の外面に外壁面材75を取付けて構
成されている。(C) First-floor entrance small wall panel 70 (FIG. 10,
As shown in FIG. 10, the first floor entrance small wall panel 70 has an upper beam 7 as shown in FIG.
1, a lower beam 72, and a plurality of studs 73 bridged between the upper beam 71 and the lower beam 72 to form a wall framework 74, and an outer wall surface material 75 is attached to the outer surface of the wall framework 74. Has been done.
【0038】そして、壁枠組74の上梁71の両端部と
下梁72の両端部には、左右の離し置き建物ユニット1
1A、11Bに接続され得る接続部71A、72Aが設
けられている。The left and right separated building units 1 are provided at both ends of the upper beam 71 and the lower beam 72 of the wall frame 74.
Connection parts 71A and 72A that can be connected to 1A and 11B are provided.
【0039】また、壁枠組74の上梁71の長手方向2
位置には、吊り具77、77が設けられている。Further, the longitudinal direction 2 of the upper beam 71 of the wall frame 74
At the position, suspenders 77, 77 are provided.
【0040】以下、外壁面材75の組立手順について説
明する(図11)。 (1) 上梁71と下梁72に両面粘着テープ78を貼り付
ける(図11(A))。The procedure for assembling the outer wall surface material 75 will be described below (FIG. 11). (1) A double-sided adhesive tape 78 is attached to the upper beam 71 and the lower beam 72 (FIG. 11 (A)).
【0041】(2) 壁枠組74に外壁面材75を貼り付け
る。そして、外壁面材75と壁枠組74の上梁71、下
梁72とを、リベット79にて固定する(図11
(B))。 (3) 吊り具77を上梁71の裏ナット位置に取付ける
(図11(C))。(2) The outer wall surface material 75 is attached to the wall frame 74. Then, the outer wall material 75 and the upper beam 71 and the lower beam 72 of the wall frame 74 are fixed with rivets 79 (FIG. 11).
(B)). (3) Attach the suspension 77 to the back nut position of the upper beam 71 (FIG. 11 (C)).
【0042】(D)1階奥壁構造体13、2階奥壁構造
体14の取付構造(図12〜図14) (1) 離し置き建物ユニット11A、11Bの外側部であ
る1階奥壁構造体取付対応部に廊下支柱81を付加して
立設する(図13(A))。(D) Mounting structure of the first-floor back wall structure 13 and the second-floor back wall structure 14 (FIGS. 12 to 14) (1) The first-floor back wall which is the outer portion of the separated building units 11A, 11B. A corridor support post 81 is added to the structure attachment corresponding portion and is erected (FIG. 13A).
【0043】支柱81には、予め、(a) 1階奥壁パネル
30の上梁31に設けてある接続部31Aが接続される
1階上梁接続部82と、下梁32に設けてある接続部3
2Aが接続される1階下梁接続部83とが設けられ、ま
た、(b) 2階奥壁パネル50の上梁51に設けてある接
続部51Aが接続される2階上梁接続部84と、下梁5
2に設けてある接続部52Aが接続される2階下梁接続
部85とが設けられる。In the column 81, (a) a first floor upper beam connecting portion 82 to which the connecting portion 31A provided on the upper beam 31 of the first floor rear wall panel 30 is connected and a lower beam 32 are provided in advance. Connection part 3
A first floor lower beam connection portion 83 to which 2A is connected, and (b) a second floor upper beam connection portion 84 to which the connection portion 51A provided on the upper beam 51 of the second floor back wall panel 50 is connected. , Lower beam 5
The second-floor lower beam connection portion 85 to which the connection portion 52A provided on the second floor is connected is provided.
【0044】(2) 1階奥壁パネル30の上梁31に設け
てある吊り具37を利用し、1階奥壁パネル30をクレ
ーンで吊り、1階奥壁パネル30の上梁31、下梁32
に設けてある接続部31A、32Aを、左右の離し置き
建物ユニット11A、11Bに付加した支柱81、81
の接続部82、83に、ボルトナットセット86にて固
定する(図13(A)、(B))。(2) The hanging tool 37 provided on the upper beam 31 of the first floor back wall panel 30 is used to suspend the first floor back wall panel 30 by a crane, and the upper beam 31 and the lower beam of the first floor back wall panel 30 are suspended. Beam 32
Columns 81, 81 in which the connecting portions 31A, 32A provided in the building are added to the left and right separated building units 11A, 11B.
The bolts and nuts set 86 are fixed to the connecting portions 82 and 83 of FIG. 13 (FIGS. 13A and 13B).
【0045】87は接続部31A、32Aと接続部8
2、83との間に必要により介装されるスペーサであ
る。Reference numeral 87 is a connecting portion 31A, 32A and a connecting portion 8
It is a spacer that is interposed between 2, 83 if necessary.
【0046】(3) 2階奥壁パネル50の上梁51に設け
てある吊り具57を利用し、2階奥壁パネル50をクレ
ーンで吊り、2階奥壁パネル50の上梁51、下梁52
に設けてある接続部51A、52Aを、左右の離し置き
建物ユニット11A、11Bに付加した支柱81、81
の接続部84、85に、ボルトナットセット88にて固
定する(図14(A)、(B))。(3) Using the lifting tool 57 provided on the upper beam 51 of the second floor back wall panel 50, the second floor back wall panel 50 is hung by a crane, and the upper beam 51 and the lower beam of the second floor back wall panel 50 are suspended. Beam 52
Columns 81, 81 in which the connecting portions 51A, 52A provided in the building are added to the left and right separated building units 11A, 11B.
The bolts and nuts set 88 are fixed to the connecting portions 84 and 85 (see FIGS. 14A and 14B).
【0047】89は接続部51A、52Aと接続部8
4、85との間に必要により介装されるスペーサであ
る。Reference numeral 89 is the connecting portions 51A and 52A and the connecting portion 8
It is a spacer that is interposed between 4, 85 as required.
【0048】図16、図17は、支柱81に1階奥壁パ
ネル30、2階奥壁パネル50を取付けて、1階奥壁構
造体13、2階奥壁構造体14を構築した状態である。16 and 17 show a state in which the first floor back wall panel 30 and the second floor back wall panel 50 are attached to the column 81 to construct the first floor back wall structure 13 and the second floor back wall structure 14. is there.
【0049】(E)1階入口小壁構造体15の取付構造
(図15) (1) 離し置き建物ユニット11A、11Bの外側部であ
る1階入口小壁構造体取付対応部に廊下支柱91を付加
して立設する(図15(A))。(E) Mounting structure for the first-floor entrance wall structure 15 (FIG. 15) (1) A corridor support post 91 is attached to the first-floor entrance wall structure mounting part outside the separated building units 11A and 11B. Is added to stand upright (FIG. 15 (A)).
【0050】支柱91には、予め、1階入口小壁パネル
70の上梁71に設けてある接続部71Aが接続される
上梁接続部92と、下梁72に設けてある接続部72A
が接続される下梁接続部93とが設けられる。An upper beam connecting portion 92 to which a connecting portion 71A provided on the upper beam 71 of the first floor entrance small wall panel 70 is connected in advance to the support column 91, and a connecting portion 72A provided on the lower beam 72.
And a lower beam connecting portion 93 to which the above are connected.
【0051】(2) 1階入口小壁パネル70の上梁71に
設けてある吊り具77を利用し、1階入口小壁パネル7
0をクレーンで吊り、1階入口小壁パネル70の上梁7
1、下梁72に設けてある接続部71A、72Aを、左
右の離し置き建物ユニット11A、11Bに付加した支
柱91、91の接続部92、93に、ボルトナットセッ
ト94にて固定する(図15(B))。(2) Using the suspenders 77 provided on the upper beam 71 of the first floor entrance small wall panel 70, the first floor entrance small wall panel 7
0 suspended by a crane, upper beam 7 on the first floor entrance small wall panel 70
1. The connection parts 71A, 72A provided on the lower beam 72 are fixed to the connection parts 92, 93 of the columns 91, 91 added to the left and right separated building units 11A, 11B with a bolt-nut set 94 (Fig. 15 (B)).
【0052】95は接続部71A、72Aと接続部9
2、93との間に必要により介装されるスペーサであ
る。Reference numeral 95 designates the connecting portions 71A and 72A and the connecting portion 9.
It is a spacer interposed between 2, 93 as required.
【0053】以下、本実施例の作用について説明する。 1階奥壁パネル30、2階奥壁パネル50が工場生産
段階で外壁面材35、55と内壁面材36、56の両方
を備えるものとなり、現地作業工数が少ない。The operation of this embodiment will be described below. The back wall panel 30 on the first floor and the back wall panel 50 on the second floor are equipped with both the outer wall surface materials 35, 55 and the inner wall surface materials 36, 56 at the factory production stage, and the number of on-site work steps is small.
【0054】壁パネル30、50は壁枠組34、54
の上梁31、51の両端部と下梁32、52の両端部に
接続部31A、32A、51A、52Aを備えているか
ら、離し置き建物ユニット11A、11Bの間に大面積
の壁構造体13、14を形成するに際し、壁パネル3
0、50の上梁31、51と下梁32、52とに備えて
ある上述の接続部31A、32A、51A、52Aをそ
れらの建物ユニット側構造材(廊下支柱81)に直ちに
接合することにて、その壁構造体13、14を構築でき
る。従って、現地作業工数を少なく、現地作業性も簡易
となる。The wall panels 30, 50 are wall frames 34, 54.
Since the connecting portions 31A, 32A, 51A, 52A are provided at both ends of the upper beams 31, 51 and the lower beams 32, 52, a large-area wall structure is provided between the separated building units 11A, 11B. When forming 13, 14, the wall panel 3
Immediately joining the above-mentioned connecting portions 31A, 32A, 51A, 52A provided for the upper beams 31, 51 and the lower beams 32, 52 of 0, 50 to their structural materials on the building unit side (corridor support post 81) Then, the wall structures 13 and 14 can be constructed. Therefore, the number of man-hours required for on-site work is reduced, and workability on-site is simplified.
【0055】壁パネル30、50を現地で建物ユニッ
ト11A、11Bの構造材(廊下支柱81)に接合する
に際し、壁枠組34、54の上梁31、51に設けた吊
り具37、57を利用してクレーン等で吊り作業でき、
足場も必要とせず、現地作業性が良い。When the wall panels 30 and 50 are locally joined to the structural materials (corridor support post 81) of the building units 11A and 11B, the suspenders 37 and 57 provided on the upper beams 31 and 51 of the wall frames 34 and 54 are used. Then, you can hang it with a crane,
It does not require scaffolding and has good local workability.
【0056】以上、本発明の実施例を図面により詳述し
たが、本発明の具体的な構成はこの実施例に限られるも
のではなく、本発明の要旨を逸脱しない範囲の設計の変
更等があっても本発明に含まれる。例えば、本発明の壁
パネルは、ユニット建物の離し置き建物ユニット間に設
けて用いられるものに限定されず、広く一般の建物にお
いて用いることができる。The embodiment of the present invention has been described in detail above with reference to the drawings. However, the specific configuration of the present invention is not limited to this embodiment, and changes in design within the scope not departing from the gist of the present invention can be made. Even if it is included in the present invention. For example, the wall panel of the present invention is not limited to one used by being provided between separated building units of a unit building, and can be widely used in general buildings.
【0057】[0057]
【発明の効果】以上のように本発明によれば、壁パネル
を用いて建物の壁構造を形成するに際し、現地作業工数
を低減すると共に現地作業性を向上することができる。As described above, according to the present invention, it is possible to reduce the number of on-site work steps and improve the on-site workability when forming a wall structure of a building using a wall panel.
【図1】図1は1階奥壁パネルを示す模式図である。FIG. 1 is a schematic view showing a back wall panel on the first floor.
【図2】図2は1階奥壁パネルを分解して示す模式図で
ある。FIG. 2 is a schematic view showing the rear wall panel on the first floor in an exploded manner.
【図3】図3は1階奥壁パネルの壁枠組組立手順を示す
模式図である。FIG. 3 is a schematic diagram showing a procedure for assembling the wall frame of the back wall panel on the first floor.
【図4】図4は1階奥壁パネルの外壁面材取付手順を示
す模式図である。FIG. 4 is a schematic diagram showing a procedure for attaching the outer wall surface material of the back wall panel on the first floor.
【図5】図5は1階奥壁パネルの内壁面材取付手順を示
す模式図である。FIG. 5 is a schematic diagram showing a procedure for attaching the inner wall surface material of the back wall panel on the first floor.
【図6】図6は2階奥壁パネルを示す模式図である。FIG. 6 is a schematic view showing a back wall panel on the second floor.
【図7】図7は2階奥壁パネルの壁枠組組立手順を示す
模式図である。FIG. 7 is a schematic diagram showing a procedure for assembling the wall frame of the back wall panel on the second floor.
【図8】図8は2階奥壁パネルの外壁面材取付手順を示
す模式図である。FIG. 8 is a schematic diagram showing a procedure for attaching the outer wall surface material of the back wall panel on the second floor.
【図9】図9は2階奥壁パネルの内壁面材取付手順を示
す模式図である。FIG. 9 is a schematic diagram showing a procedure for attaching the inner wall surface material of the back wall panel on the second floor.
【図10】図10は1階入口小壁パネルを示す模式図で
ある。FIG. 10 is a schematic view showing a first floor entrance small wall panel.
【図11】図11は1階入口小壁パネルの外壁面材取付
手順を示す模式図である。FIG. 11 is a schematic diagram showing a procedure for attaching the outer wall surface material of the first floor entrance small wall panel.
【図12】図12は離し置きユニット建物の奥壁構造体
を示す模式図である。FIG. 12 is a schematic diagram showing a back wall structure of a separated unit building.
【図13】図13は1階奥壁構造体の施工手順を示す模
式図である。FIG. 13 is a schematic view showing a construction procedure of the first floor back wall structure.
【図14】図14は2階奥壁構造体の施工手順を示す模
式図である。FIG. 14 is a schematic diagram showing a procedure for constructing a second floor inner wall structure.
【図15】図15は1階入口小壁構造体の施工手順を示
す模式図である。FIG. 15 is a schematic diagram showing a construction procedure of a first floor entrance small wall structure.
【図16】図16は奥壁構造体を示す横断面図である。FIG. 16 is a cross-sectional view showing a back wall structure.
【図17】図17は奥壁構造体を示す縦断面図である。FIG. 17 is a vertical cross-sectional view showing a back wall structure.
【図18】図18はユニット建物と建物ユニットを示す
模式図である。FIG. 18 is a schematic diagram showing a unit building and a building unit.
30、50 壁パネル 31、51 上梁 32、52 下梁 33、53 スタッド 34、54 壁枠組 35、55 外壁面材 36、56 内壁面材 31A、32A、51A、52A 接続部 37、57 吊り具 30, 50 Wall panel 31, 51 Upper beam 32, 52 Lower beam 33, 53 Stud 34, 54 Wall frame 35, 55 Outer wall surface material 36, 56 Inner wall surface material 31A, 32A, 51A, 52A Connection portion 37, 57 Lifting tool
Claims (3)
け渡される複数のスタッドとにより壁枠組を形成し、 この壁枠組に外壁面材と内壁面材のそれぞれを取付けて
なる壁パネル。1. A wall frame is formed by an upper beam, a lower beam, and a plurality of studs bridged between the upper beam and the lower beam, and each of the outer wall material and the inner wall material is formed in the wall frame. Installed wall panel.
部に建物構造材に接続され得る接続部を備えてなる請求
項1記載の壁パネル。2. The wall panel according to claim 1, wherein both ends of the upper beam and the lower beam of the wall frame are provided with connecting portions that can be connected to a building structural material.
請求項1又は2記載の壁パネル。3. The wall panel according to claim 1, wherein the upper beam of the wall framework is provided with a suspender.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12742594A JPH084154A (en) | 1994-06-09 | 1994-06-09 | Wall panels |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12742594A JPH084154A (en) | 1994-06-09 | 1994-06-09 | Wall panels |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH084154A true JPH084154A (en) | 1996-01-09 |
Family
ID=14959647
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP12742594A Pending JPH084154A (en) | 1994-06-09 | 1994-06-09 | Wall panels |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH084154A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565836A (en) * | 2018-06-06 | 2019-12-13 | 北新集团建材股份有限公司 | Component unit of prefabricated wall and wall assembly method |
| CN110565834A (en) * | 2018-06-06 | 2019-12-13 | 北新集团建材股份有限公司 | integrated wall |
-
1994
- 1994-06-09 JP JP12742594A patent/JPH084154A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565836A (en) * | 2018-06-06 | 2019-12-13 | 北新集团建材股份有限公司 | Component unit of prefabricated wall and wall assembly method |
| CN110565834A (en) * | 2018-06-06 | 2019-12-13 | 北新集团建材股份有限公司 | integrated wall |
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