JPH0425887Y2 - - Google Patents
Info
- Publication number
- JPH0425887Y2 JPH0425887Y2 JP2852487U JP2852487U JPH0425887Y2 JP H0425887 Y2 JPH0425887 Y2 JP H0425887Y2 JP 2852487 U JP2852487 U JP 2852487U JP 2852487 U JP2852487 U JP 2852487U JP H0425887 Y2 JPH0425887 Y2 JP H0425887Y2
- Authority
- JP
- Japan
- Prior art keywords
- wall
- system room
- ceiling
- room
- pillars
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
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- Residential Or Office Buildings (AREA)
Description
【考案の詳細な説明】
(産業上の利用分野)
本考案は既設の建物の屋内に設備されるシステ
ムルームの上部補強構造に関し、特に業者間の協
業方式により設備を行なうに適したシステムルー
ムの上部補強構造に関する。[Detailed description of the invention] (Field of industrial application) The present invention relates to an upper reinforcement structure for a system room installed indoors in an existing building, and is particularly suitable for system rooms that are installed in a collaborative manner between contractors. Regarding upper reinforcement structure.
(従来の技術)
最近、ビルジングの躯体建設後、その内装工事
を行なうに際し、水廻りの部分、特に浴室等は、
これを直接躯体への造り付けにする在来工法に従
つたのでは施工が極めて面倒で工期も長引く為、
予め工場等で製作しておいた壁パネルその他所要
のユニツト類や構造材等を建物内に搬入して躯体
床上で組立てる所謂システムルームとする傾向に
あり、その本旨はコストの低減と工期の短縮化に
ある。(Prior art) Recently, after the construction of a building frame, when interior work is being carried out, plumbing areas, especially bathrooms, etc.
If we followed the conventional construction method of directly attaching this to the building frame, the construction would be extremely troublesome and the construction period would be long.
There is a tendency to create so-called system rooms in which wall panels, other necessary units, structural materials, etc. that have been manufactured in advance at a factory, etc. are brought into the building and assembled on the frame floor, and the main purpose is to reduce costs and shorten the construction period. It is in the process.
斯かるシステムルームは躯体側の壁とは独立に
側壁を巡らすと共に、一般には、システムルーム
自体の天井を備えて構成され、側壁は壁パネルを
建付けて形成される内壁と、この内壁の外面で人
目に触れる部分を覆う外壁とから成る。そして、
天井はスパンが広い場合吊天井方式とされ、従つ
て、躯体側天井面への造作を好まぬ現場等におい
ては、内壁上方の位置に架設した梁材からシステ
ムルーム自体の天井を吊設することになる。 Such a system room has a side wall that is independent of the wall on the frame side, and generally has a ceiling of the system room itself, and the side wall is an inner wall formed by installing wall panels and an outer surface of this inner wall. It consists of an outer wall that covers the parts that are visible to the public. and,
If the ceiling has a wide span, a suspended ceiling method is used. Therefore, in sites where it is not preferred to install features on the ceiling side of the building frame, the ceiling of the system room itself can be suspended from beams installed above the internal walls. become.
ところで、昨今、業者間の協業化が進み、上記
の如きシステムルームの場合、例えば、外壁部と
天井部を他業者の請負とし、自らは内壁部と天井
吊設用梁材までの範囲に施工内容を絞つてユニツ
ト化を押し進め、一層の低コスト化を図ろうとす
る気運にある。 By the way, in recent years, collaboration among contractors has progressed, and in the case of a system room like the one mentioned above, for example, the outside walls and ceiling are contracted out to another contractor, and the interior walls and beams for hanging the ceiling are constructed by themselves. There is a trend to further reduce costs by narrowing down the content and promoting unitization.
そこで、是迄は、壁パネルの上端間を補強連結
材で接続すると共にそうした連結材間に天井吊設
用の梁材を架け渡してシステムルームの上部補強
を行なうようにしていた。 Therefore, up until now, the upper ends of the system room have been reinforced by connecting the upper ends of the wall panels with reinforcing connecting members and by extending beams for hanging from the ceiling between the connecting members.
(考案が解決しようとする問題点)
この為、システムルームの上部補強を壁パネル
自体の強度及び剛性に頼る結果となり、よつて、
相当な壁厚の壁パネルを必要とし、重量である為
下部構造にも相応の強度が要求され、コスト的に
不利であるばかりか、その搬入上の手間にも無視
できないものがあつた。(Problem that the invention aims to solve) For this reason, the reinforcement of the upper part of the system room relies on the strength and rigidity of the wall panel itself, and thus,
It required wall panels with a considerable wall thickness, and because of its weight, the lower structure required a certain amount of strength.Not only was it disadvantageous in terms of cost, but the time and effort involved in transporting it was not negligible.
また、天井荷重やスパン等を考慮して現場毎に
壁パネルの材料や壁厚等を再検討しなくてはなら
ず、従つて、注文生産の域を脱しきれず、一括生
産による低コスト化が侭ならなかつた。 In addition, the material and wall thickness of wall panels must be reconsidered for each site in consideration of ceiling loads, spans, etc. Therefore, it is not possible to go beyond custom-made production, and lower costs can be achieved through bulk production. I couldn't have been reluctant.
本考案は斯かる従来のシステムルームの上部補
強構造における問題点を有効に解決すべく為され
たもので、その目的とする処は、システムルーム
の上部補強を壁パネル自体の強度及び剛性に頼ら
ずに済み、従つて、壁厚が薄く軽量な壁パネルの
使用が可能となり、下部構造に対する制限が少な
いばかりか搬入に際しても手間がかゝらず、しか
も壁パネルの一括生産による低コスト化が大いに
期待できるシステムルームの上部補強構造を提供
するにある。 This invention was devised to effectively solve the problems in the conventional system room upper reinforcement structure. Therefore, it is possible to use thinner and lighter wall panels, which not only has fewer restrictions on the substructure, but also requires less time and effort when transporting them, and also reduces costs by producing wall panels in bulk. It provides a highly promising upper reinforcement structure for the system room.
(問題点を解決するための手段)
上記問題点を解決すべく本考案は、建物の屋内
に設置されるシステムルームの壁パネルを補強す
るために、壁パネルの背面に取付けられた柱材
と、これら柱材の上部間に、水平に架け渡され、
それの下半部が柱材に止着されたアングル材と、
前記柱材から上半部が突出したアングル材の上面
に止着された天井吊設の為の梁材とからシステム
ルームの上部補強構造を構成するようにした。(Means for Solving the Problems) In order to solve the above problems, the present invention aims to strengthen the wall panels of system rooms installed indoors in buildings by using pillars attached to the back of the wall panels. , spanned horizontally between the upper parts of these pillars,
An angle material whose lower half is fixed to a pillar material,
The upper reinforcing structure of the system room is constituted by a beam material for ceiling suspension fixed to the upper surface of the angle material whose upper half protrudes from the pillar material.
(作用)
上記手段によれば、壁パネルを支持する柱材が
壁パネルの外方に立設され、この柱材で支持され
たアングル材で天井吊設用の梁材を受けることに
なる為、柱材とそのアングル材とこれに架設した
梁材との立体的な枠構造を構成する形でシステム
ルームの上部補強が行なわれ、従つて、壁パネル
の荷重負担は極めて少なく、その強度及び剛性も
小さくて済む。(Function) According to the above means, the pillars supporting the wall panel are erected outside the wall panel, and the angle members supported by the pillars receive the beams for hanging from the ceiling. The upper part of the system room is reinforced by constructing a three-dimensional frame structure of pillars, their angle members, and beams installed on them. Therefore, the load burden on the wall panels is extremely small, and their strength and Rigidity can also be small.
(実施例)
以下、本考案の実施例に付き、添付図面に基ず
いて詳細な説明を行なう。(Embodiments) Hereinafter, embodiments of the present invention will be described in detail based on the accompanying drawings.
先ず、第1図を参照して本考案の実施例に係る
上部補強構造が適用されたシステムルームの全体
構成に付き説明する。 First, the overall configuration of a system room to which an upper reinforcement structure according to an embodiment of the present invention is applied will be explained with reference to FIG.
第1図はシステムルーム全体の平面配置図であ
る。 FIG. 1 is a plan layout of the entire system room.
図中Rはシステムルームの全体を示す。システ
ムルームRは建物内の所与の部屋空間S中にユニ
ツト式バスルームとして構築され、建物躯体の壁
Wbの幾何形状に調和させて平面視略台形状に建
て廻された側壁1を備え、側壁1は部屋空間Sに
臨む外壁2と、この外壁2及び躯体の壁Wbの内
面沿いに適宜な壁パネルを連続的に繋ぎ連ねて建
て巡らすことにより構成された内壁3とから成
る。側壁1には出入口Eが開口し、左勝手のドア
Deが取付けられている。そして、ドアDeを開け
た直ぐ左手に大便器Tf及びビデBdを、右手に化
粧用カウンターTcを備え、正面奥は、左側が風
呂場Rb、右側がシヤワー室Rsとなつていて、風
呂場Rbには浴槽Tbが設置され、シヤワー室Rsは
ドアDs付きとなつている。上記大便器Tf、ビデ
Bd及び化粧用カウンターTcを備える正面のスペ
ースRtの床Ftは石幅木Psにより内壁3との見切
りがつけられている。また風呂場Rbとシヤワー
室Rsの間には内壁3を室内側に往復迂回させて
形成した間仕切り壁Wpが設けられている。 In the figure, R indicates the entire system room. A system room R is constructed as a unit bathroom in a given room space S in a building, and is built on the wall of the building frame.
The side wall 1 includes an outer wall 2 facing the room space S, and an appropriate wall along the inner surface of the outer wall 2 and the wall Wb of the frame. It consists of an inner wall 3 constructed by continuously connecting and building panels. Entrance/exit E opens in side wall 1, and is a left-hand door.
De is installed. Immediately after opening the door De, there is a toilet Tf and a bidet Bd on the left, and a makeup counter Tc on the right.At the back of the front, there is a bathroom Rb on the left and a shower room Rs on the right. A bathtub Tb is installed in the room, and the shower room Rs has a door Ds. Above toilet Tf, bidet
The floor Ft of the front space Rt, which includes Bd and the makeup counter Tc, is separated from the inner wall 3 by a stone skirting board Ps. Further, a partition wall Wp formed by reciprocating the inner wall 3 toward the indoor side is provided between the bathroom Rb and the shower room Rs.
尚、部屋空間Sに臨む躯体の床の内、システム
ルームRが位置する部分には不図示のピツトが切
られ、ドレン配管等の施工後、埋戻されていて、
この埋戻しにより得た基礎面上に、石幅木Psや
カウンターTcの基部等を介して、上記スペース
Rtに臨む壁パネルが建付けられ、一方、シヤワ
ー室Rs及び風呂場Rbに臨む壁パネルは床パンま
たは浴槽Tbの縁部上に建付けられる。外壁2は
ピツト周縁沿いに組上げた軸組にパネルボードを
張つて構成される。 In addition, a pit (not shown) is cut in the part of the floor of the building structure facing the room space S where the system room R is located, and it is backfilled after drain piping etc. have been installed.
On the foundation surface obtained by this backfilling, the above-mentioned space is
A wall panel facing Rt is erected, while a wall panel facing shower room Rs and bathroom Rb is erected on the edge of the floor pan or bathtub Tb. The outer wall 2 is constructed by covering a framework assembled along the periphery of the pit with panel boards.
以上において、本実施例では平面視略台形とし
た内壁3の各入隅、周沿い、間仕切り壁Wpの基
部及び内方、それに出入口E左右に夫々柱材4
a,4b,4c,4d,4e{以降、総称的に4
で表わす}を立設し、対応する場所の壁パネルを
外方から支持している。尚、外壁2の軸組も柱材
4を利用して構成される。 In this embodiment, pillars 4 are provided at each entrance corner of the inner wall 3, which is approximately trapezoidal in plan view, along the periphery, at the base and inside of the partition wall Wp, and at the left and right of the entrance and exit E.
a, 4b, 4c, 4d, 4e {hereinafter collectively referred to as 4
} are erected and support the wall panels at the corresponding locations from the outside. Incidentally, the framework of the outer wall 2 is also constructed using the pillar materials 4.
ここで、第2図及び第3図を参照してシステム
ルームRの上部補強構造に付き説明する。 Here, the upper reinforcement structure of the system room R will be explained with reference to FIGS. 2 and 3.
第2図は第1図2−2線に沿つたシステムルー
ム上部の縦断面図、第3図は天井フレームの平面
図である。 FIG. 2 is a vertical sectional view of the upper part of the system room taken along line 2-2 in FIG. 1, and FIG. 3 is a plan view of the ceiling frame.
前記内壁3の各壁パネル5は、C形チヤンネル
材から成る柱材4に室内側からビス止めされた下
地板としての石膏ボード6と、このボード6の前
面に張られた壁装材としての塩化ビニール被覆鋼
板7(以下、「塩ビ鋼板7と略す。)とにより構成
され、塩ビ鋼板7の上縁部7aは外方に折曲され
ている。また、柱材4は、その上部外側の位置
に、略Z字状断面のアングル材8により頭つなぎ
が施されていて、アングル材は、下部が柱材4に
止着され上部は壁パネル5よりも上方の位置まで
突出する帯状の垂直部8aと、この垂直部8aの
下端で外方に折曲された下片部8bと、垂直部8
a上端で内方に折曲された上片部8cとから成
り、このアングル材8の上片部8c上面にC形チ
ヤンネル材を主体とする梁材11が止着架設され
ている。 Each wall panel 5 of the inner wall 3 includes a gypsum board 6 as a base plate screwed from the indoor side to a pillar material 4 made of C-shaped channel material, and a wall covering material stretched on the front surface of this board 6. The upper edge 7a of the PVC steel plate 7 is bent outward. At this position, a head connection is made by an angle member 8 having a substantially Z-shaped cross section. part 8a, a lower piece part 8b bent outward at the lower end of this vertical part 8a, and a vertical part 8
It consists of an upper piece 8c bent inward at the upper end of the angle member 8, and a beam 11 mainly made of C-shaped channel material is fixedly installed on the upper surface of the upper piece 8c of the angle member 8.
詳しくは、第3図に示すように、アングル材8
を平面視略台形に配設し、このアングル材8間に
梁材11…を掛け渡している。前記アングル材8
は正面視前辺をなす前枠部10aと、両側辺をな
す左右の枠部10b,10cと、後辺をなす後枠
部10dとから成り、後枠部10dは途中で室内
側に往復迂回して間仕切り枠部10eを形成して
おり、また各枠部10a〜10e間の交差部分1
0f…は平面視L形の折曲片により接続されてい
る。一方、梁材11は、上記前後の枠部10a,
10d間に架設された横梁11a…の外にも、前
後の枠部10a,10dと左右の枠部10b,1
0cとの間及び後枠部10dと間仕切り枠部10
eとの間に夫々渡された適宜寸法の火打梁11
b,11c及び11dを有する。 In detail, as shown in Fig. 3, the angle material 8
are arranged in a substantially trapezoidal shape in plan view, and beam members 11 are stretched between the angle members 8. The angle material 8
consists of a front frame part 10a forming the front side when viewed from the front, left and right frame parts 10b and 10c forming both sides, and a rear frame part 10d forming the rear side. to form a partition frame portion 10e, and an intersection portion 1 between each frame portion 10a to 10e.
0f... are connected by an L-shaped bent piece in plan view. On the other hand, the beam material 11 includes the front and rear frame portions 10a,
In addition to the cross beams 11a constructed between 10d, there are also front and rear frame parts 10a, 10d and left and right frame parts 10b, 1.
0c and between the rear frame portion 10d and the partition frame portion 10
A flint beam 11 of appropriate size was passed between e and e.
b, 11c and 11d.
以上の上部補強構造を備えるシステムルームR
には、その引渡し後、例えば第2図に示す如く、
チヤンネル材9からハンガー13、高さ調整ボル
ト14及びホルダー15を介して受材16を水平
に下げ持ち、この受材16から吊具17を介して
天井18を吊設する。天井18は、例えばチヤン
ネル材で形成した軸組19に下側からパネルボー
ド20を着設し、その下面に塩ビシート21を張
つた構成のものでも良く、その際、好ましくは、
前記璧パネル5の塩ビ鋼板7上縁部7aを天井1
8の周縁部下面にビス止めし、その間には廻縁2
2を介装しておく。 System room R equipped with the above upper reinforcement structure
After the delivery, for example, as shown in Figure 2,
A receiving material 16 is hung horizontally from the channel material 9 via a hanger 13, a height adjustment bolt 14, and a holder 15, and a ceiling 18 is suspended from the receiving material 16 via a hanging tool 17. The ceiling 18 may have a structure in which, for example, a panel board 20 is attached from below to a framework 19 formed of channel material, and a PVC sheet 21 is stretched on the lower surface of the panel board 20. In this case, preferably,
The upper edge 7a of the PVC steel plate 7 of the wall panel 5 is attached to the ceiling 1
Screws are secured to the lower surface of the circumferential edge of 8, and the circumferential edge 2
Interpose 2.
上記実施例によれば、壁パネル5を建て巡らし
て内壁3を形成し、この内壁3より上方の位置に
天井吊設用の梁材11…を架設して構成されるシ
ステムルームRの上部補強構造において、上記壁
パネル5を外方より支持する柱材4を立設してこ
れらの柱材4に上記壁パネル5より上方にアング
ル材8を架け廻し、このアングル材8に上記梁材
11…を架設するようにしている為、柱材4とア
ングル材8とこれに架設した梁材11……との立
体的な枠構造を構成する形でシステムルームRの
上部補強が行なわれ、従つて、壁パネル5の荷重
負担は極めて少なく、その強度及び剛性も小さく
て済む。 According to the above embodiment, the upper part of the system room R is reinforced by building the wall panels 5 to form the inner wall 3, and constructing the beams 11 for hanging from the ceiling above the inner wall 3. In the structure, pillars 4 that support the wall panel 5 from the outside are erected, and angle members 8 are hung on these pillars 4 above the wall panel 5, and the beam members 11 are attached to the angle members 8. ..., the upper part of the system room R is reinforced by configuring a three-dimensional frame structure with the pillars 4, angle members 8, and beams 11 installed thereon. Therefore, the load on the wall panel 5 is extremely small, and its strength and rigidity are also small.
従つて、壁厚が薄く軽量な壁パネル5の使用が
可能となり、システムルームRの下部構造に対す
る制限が少ないばかりか搬入に際しても手間がか
かゝらない。 Therefore, it is possible to use a wall panel 5 that is thin and lightweight, which not only places fewer restrictions on the lower structure of the system room R, but also requires less effort when transporting it.
しかも、システムルームRの上部補強をアング
ル材8と柱材4と梁材11との組合せにより行な
つている為、構成が簡易であるばかりか、各現場
に応じた強度設定も壁パネル5とは切り離した形
で容易に行なえ、壁パネル5の一括生産による低
コスト化が大いに期待できる。 Furthermore, since the upper part of the system room R is reinforced by a combination of angle members 8, pillar members 4, and beam members 11, the configuration is not only simple, but also the strength can be set according to each site using the wall panel 5. This can be easily carried out in a separate form, and cost reduction can be greatly expected through bulk production of the wall panel 5.
尚、上記において、アングル材8や柱材4と梁
材11との断面形状は実施例に限られず、任意で
あり、また壁パネル5や天井フレーム12の構成
も適宜なものであれば良い。 In the above description, the cross-sectional shapes of the angle members 8, the pillar members 4, and the beam members 11 are not limited to those in the embodiments, and may be arbitrary, and the configurations of the wall panels 5 and ceiling frame 12 may be any suitable ones.
(考案の効果)
以上の説明により明らかな如く、本考案によれ
ば、壁パネルを支持する柱材が壁パネルの外方に
立設され、この柱材で支持されたアングル材で天
井吊設用の梁材を受けることになる為、柱材とそ
のアングル材とこれに架設した梁材との立体的な
枠構造を構成する形でシステムルームの上部補強
が行なわれ、従つて、壁パネルの荷重負担は極め
て少なく、その強度及び剛性も小さくて済み、壁
厚が薄く軽量な壁パネルの使用が可能となり、下
部構造に対する制限が少ないばかりか搬入に際し
ても手間がかゝらず、しかも壁パネルの一括生産
による低コスト化が大いに期待できる等多くの効
果が得られる。(Effect of the invention) As is clear from the above explanation, according to the invention, the pillars supporting the wall panel are erected outside the wall panel, and the angle members supported by the pillars are suspended from the ceiling. Since the system room will receive beams for use in the building, the upper part of the system room will be reinforced by constructing a three-dimensional frame structure of the pillars, their angle members, and the beams installed on them. The load burden on the wall is extremely small, and its strength and rigidity are also small, making it possible to use thin and lightweight wall panels, which not only has fewer restrictions on the substructure, but also requires less effort when transporting the wall. Many benefits can be obtained, including a significant reduction in costs due to the bulk production of panels.
図面は本考案の一実施例に係る上部補強構造が
適用されたシステムルームに付き示したもので、
第1図はシステムルーム全体の平面配置図、第2
図は第1図2−2線に沿つたシステムルーム上部
の縦断面図、第3図は天井フレームの平面図であ
る。
尚、図中、3はシステムルームの内壁、4は柱
材、5は壁パネル、8はアングル材、11は天井
吊設の為の梁材、12は天井フレーム、18は吊
天井、Rはユニツト式バスルームとして設備され
たシステムルームを示す。
The drawing shows a system room to which an upper reinforcement structure according to an embodiment of the present invention is applied.
Figure 1 is a plan layout of the entire system room, Figure 2
The figure is a vertical sectional view of the upper part of the system room taken along line 2-2 in FIG. 1, and FIG. 3 is a plan view of the ceiling frame. In the figure, 3 is the inner wall of the system room, 4 is the pillar material, 5 is the wall panel, 8 is the angle material, 11 is the beam material for hanging the ceiling, 12 is the ceiling frame, 18 is the suspended ceiling, and R is This shows a system room equipped as a unit bathroom.
Claims (1)
ネル5を補強するために、壁パネル5の背面に取
付けられた柱材4と、 これら柱材4の上部間に、水平に架け渡され、
それの下半部が柱材4に止着されたアングル材8
と、 前記柱材4から上半部が突出したアングル材8
の上面に止着された天井吊設の為の梁材11とか
ら構成されたシステムルームの上部補強構造。[Scope of Claim for Utility Model Registration] In order to reinforce the wall panel 5 of a system room installed indoors in a building, there are pillars 4 attached to the back of the wall panel 5, and between the upper parts of these pillars 4, spanned horizontally,
Angle member 8 whose lower half is fixed to pillar member 4
and an angle member 8 whose upper half protrudes from the pillar member 4.
The upper reinforcement structure of the system room is composed of a beam material 11 for ceiling suspension fixed to the upper surface of the system room.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2852487U JPH0425887Y2 (en) | 1987-02-27 | 1987-02-27 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2852487U JPH0425887Y2 (en) | 1987-02-27 | 1987-02-27 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS63136157U JPS63136157U (en) | 1988-09-07 |
JPH0425887Y2 true JPH0425887Y2 (en) | 1992-06-22 |
Family
ID=30831568
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2852487U Expired JPH0425887Y2 (en) | 1987-02-27 | 1987-02-27 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0425887Y2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2619511B2 (en) * | 1988-12-27 | 1997-06-11 | 東陶機器株式会社 | Water complex |
JP2706117B2 (en) * | 1988-12-27 | 1998-01-28 | 東陶機器株式会社 | Water complex |
-
1987
- 1987-02-27 JP JP2852487U patent/JPH0425887Y2/ja not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS63136157U (en) | 1988-09-07 |
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