JPH11324359A - Support frame for unit room - Google Patents

Support frame for unit room

Info

Publication number
JPH11324359A
JPH11324359A JP14041198A JP14041198A JPH11324359A JP H11324359 A JPH11324359 A JP H11324359A JP 14041198 A JP14041198 A JP 14041198A JP 14041198 A JP14041198 A JP 14041198A JP H11324359 A JPH11324359 A JP H11324359A
Authority
JP
Japan
Prior art keywords
load receiving
support
support member
receiving member
base
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
JP14041198A
Other languages
Japanese (ja)
Other versions
JP3782232B2 (en
Inventor
Takahiko Imafuku
貴彦 今福
Toyoo Nakanishi
豊夫 中西
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.)
Toto Ltd
Nakanishi Mfg Co Ltd
Original Assignee
Toto Ltd
Nakanishi Mfg 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 Toto Ltd, Nakanishi Mfg Co Ltd filed Critical Toto Ltd
Priority to JP14041198A priority Critical patent/JP3782232B2/en
Publication of JPH11324359A publication Critical patent/JPH11324359A/en
Application granted granted Critical
Publication of JP3782232B2 publication Critical patent/JP3782232B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Residential Or Office Buildings (AREA)
  • Floor Finish (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a support frame for a unit room which can be reduced in the manufacturing cost by decreasing the man-hour of manufacture and will not cause any problem in safety even when a joining defect is found in the joint part. SOLUTION: This support frames 1, 1A for a unit room are so constructed that a positioning and supporting projection 14 is formed at the end of a load bearing member 10 and an insert regulating part T is inserted in a hole 26a of a support member 20 until it abuts against the support member 20. Thus, the load bearing member 10 and the support member 20 can be easily positioned by a simple jig, and even if a joining defect is found in a joint part between both members 10, 20, the load bearing member 10 can be prevented from dislocating from the support member 20 side because the load bearing member 10 is supported on the support member 20 through the projecting part 14.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、浴室ユニットや
シャワー室ユニットのようなユニットルームに用いられ
るユニットルーム用支持架台に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a support rack for a unit room used in a unit room such as a bathroom unit or a shower room unit.

【0002】[0002]

【従来の技術】例えば、浴室ユニットの懸架用支持架台
は、図10で示されるように、床パン等を支持する水平
な荷重受け部材100の両端が、建物の土台Dに懸架さ
れる一対の支持部材101により支持されている。そし
て、この荷重受け部材100と支持部材101とは、一
般に溶接によって接合されている。
2. Description of the Related Art For example, as shown in FIG. 10, a supporting frame for suspending a bathroom unit has a pair of horizontal load receiving members 100 for supporting floor pans or the like. It is supported by a support member 101. The load receiving member 100 and the support member 101 are generally joined by welding.

【0003】すなわち、この支持架台は、治具等を用い
て荷重受け部材100の両端側に支持部材101を突き
当てた状態で位置決めした後、これらを溶接接合し、つ
ぎに、サンダー等を用いてスパッタ等の除去を行った
後、溶接部Wに防錆剤塗装を行うことにより製作され
る。
That is, the support base is positioned by using jigs or the like in a state where the support members 101 are brought into contact with both ends of the load receiving member 100, and these are welded and joined, and then a sander or the like is used. It is manufactured by applying a rust preventive agent to the welded portion W after removing spatter and the like.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、不況
下、浴室ユニットのようなユニットルームの需要を延ば
すには、製品の性能を下げずにできるだけコストダウン
を図ることが望まれており、上記のようなユニットルー
ム用支持架台も、製作工数等を低減して、コストダウン
を図ることが望まれている。
However, in order to extend the demand for a unit room such as a bathroom unit in a recession, it is desired to reduce the cost as much as possible without lowering the performance of the product. It is desired that the cost of the unit frame support frame be reduced by reducing the number of manufacturing steps and the like.

【0005】また、上記のような支持架台では、溶接部
Wに溶接箇所の欠落といった溶接不良があれば、この溶
接部Wが荷重受け部材100側の力を支持部材101側
に伝えきれなくなって、荷重受け部材100が支持部材
101から外れてしまうこともありえるため、安全上の
問題が全くないとも言いきれない。
[0005] Further, in the above-described support gantry, if there is a welding defect such as a missing welding portion in the welded portion W, the welded portion W cannot transmit the force on the load receiving member 100 side to the support member 101 side. Since the load receiving member 100 may come off the support member 101, it cannot be said that there is no safety problem.

【0006】この発明は、以上の点に鑑み、製作工数等
の低減によってコストダウンを図ることができるととも
に、接合部に接合不良等があっても安全上の問題が生じ
ることのないユニットルーム用支持架台を提供すること
を目的とする。
SUMMARY OF THE INVENTION In view of the above, the present invention can reduce costs by reducing the number of manufacturing steps and the like. It is intended to provide a support base.

【0007】[0007]

【課題を解決するための手段】この発明の請求項1記載
の発明は、建物の土台に懸架されるか、又はユニットル
ームの据付面上に設置される一対の支持部材により、水
平な荷重受け部材の両端側が支持されているユニットル
ーム用支持架台において、荷重受け部材の端部に、差込
規制部が支持部材に突き当てられるまで、この支持部材
の孔部に差し込まれる、位置決め用及び支持用の突起部
を形成していることである。
According to the first aspect of the present invention, a horizontal load receiving member is supported by a pair of support members suspended on a base of a building or installed on a mounting surface of a unit room. In the support frame for unit room in which both ends of the member are supported, the positioning and support are inserted into the holes of the support member until the insertion restricting portion abuts against the support member at the end of the load receiving member. Is formed.

【0008】この発明では、荷重受け部材の突起部を支
持部材の孔部に差し込み、差込規制部を支持部材に突き
当てることにより、これら両部材の位置決めを行うこと
ができるため、荷重受け部材と支持部材とを接合する場
合に、荷重受け部材を支持部材側に押圧する治具さえあ
れば、荷重受け部材を支持部材側に位置決めすることが
できる。このため、この発明では、接合時に荷重受け部
材と支持部材とを位置決めするための位置決め治具の簡
単化を図ることができるとともに、これらの部材の位置
決めも短時間のうちになすことができる。
According to the present invention, the load receiving member can be positioned by inserting the projection of the load receiving member into the hole of the support member and abutting the insertion restricting portion against the support member. When joining the support member and the support member, the load receiving member can be positioned on the support member side with a jig that presses the load receiving member toward the support member. Therefore, according to the present invention, the positioning jig for positioning the load receiving member and the support member at the time of joining can be simplified, and the positioning of these members can be performed in a short time.

【0009】また、この発明では、荷重受け部材の突起
部が、孔部を介して、支持部材側に支持されるため、荷
重受け部材と支持部材とが接合部により充分に接合され
ていなくても、荷重受け部材が支持部材側から移動し、
外れてしまうことはない。
Further, according to the present invention, since the projection of the load receiving member is supported on the support member side through the hole, the load receiving member and the support member are not sufficiently joined by the joint. Also, the load receiving member moves from the support member side,
It will not come off.

【0010】ここで、荷重受け部材や支持部材は、鋼板
を曲げたものや、形鋼等によって形成できるとともに、
突起部の数や形状も、この突起部が位置決め用及び支持
用の機能を果たせるものであればどのようなものであっ
てもよく、数では、1個、2個、3個、4個等種々のも
のが考えられ、断面形状では、例えば鋼板を(コ)の字
形、(L)の字形に曲げたものや、曲げないもの、矩形
状のもの等種々のものが考えられる。そして、荷重受け
部材と支持部材との接合も、溶接接合やボルト締め接合
等種々のものが考えられる。
Here, the load receiving member and the supporting member can be formed of a bent steel plate, a shaped steel or the like.
The number and shape of the projections may be any as long as the projections can perform positioning and supporting functions, and the number is one, two, three, four, etc. Various shapes are conceivable, and various cross-sectional shapes are conceivable, such as a steel plate bent into a U-shape, an L-shape, a non-bent shape, a rectangular shape, and the like. Various types of joining between the load receiving member and the supporting member such as welding joining and bolting joining can be considered.

【0011】この発明の請求項2記載の発明は、請求項
1記載の発明の場合において、支持部材と荷重受け部材
とが、鋼板を複数の辺部を有するように曲げた板曲げ材
によって形成されているとともに、この荷重受け部材の
突起部が支持部材の辺部に沿うように位置決めされ、こ
の辺部と突起部とに、支持部材と荷重受け部材とを結合
するための、ポンチとダイを使用したかしめ接合部が形
成されていることである。
According to a second aspect of the present invention, in the case of the first aspect, the supporting member and the load receiving member are formed of a plate bending material obtained by bending a steel plate to have a plurality of sides. The protrusion of the load receiving member is positioned along the side of the support member, and a punch and a die for connecting the support member and the load receiving member to the side and the protrusion. That is, the used caulked joint is formed.

【0012】この発明では、荷重受け部材の突起部を支
持部材の辺部に沿わせるように位置決めして、これらを
ポンチとダイを使用したかしめ接合により接合している
ため、荷重受け部材と支持部材との接合を、溶接接合や
ボルト締め接合よりコストをかけずに、短時間のうちに
行うことができる。かしめ接合には、ポンチをダイ側に
加圧するだけの比較的簡単な設備があればよく、設備コ
ストもそれほどかからないとともに、溶接接合やボルト
締め接合と比べて、人手がかからないため、かしめ接合
により接合コストを下げることができる。もちろん、溶
接接合部等に比べて、かしめ接合部の強度が劣ることは
ない。なお、荷重受け部材と支持部材とを、鋼板を曲げ
加工した板曲げ材によって形成しているため、荷重受け
部材側に突起部を容易に形成できるとともに、この突起
部を支持部材の辺部に沿わせるのも容易である。
According to the present invention, since the projection of the load receiving member is positioned along the side of the support member and these are joined by caulking using a punch and a die, the load receiving member and the support are joined together. The joining with the member can be performed in a short time without increasing the cost compared to the welding joining or the bolting joining. For crimping, it is only necessary to have relatively simple equipment that presses the punch to the die side, and it does not require much equipment cost, and it requires less labor than welding or bolting, so it is joined by caulking Costs can be reduced. Of course, the strength of the caulked joint is not inferior to that of the welded joint. In addition, since the load receiving member and the supporting member are formed of a plate bending material obtained by bending a steel plate, a projection can be easily formed on the load receiving member side, and the projection is formed on the side of the supporting member. It is easy to follow along.

【0013】この発明の請求項3記載の発明は、請求項
2記載の発明の場合において、建物の土台に懸架される
支持部材の水平な土台係止部と、この土台係止部の端部
から斜め下方に延びる懸架部とが1つの鋼板の曲げ加工
によって形成されているとともに、土台係止部側の固定
部が懸架部側の辺部に沿って位置決めされ、この固定部
と懸架部側の辺部とに、かしめ接合部と同様なかしめ接
合部が形成されていることである。
According to a third aspect of the present invention, in the case of the second aspect, a horizontal base locking portion of a support member suspended from a building base and an end portion of the base locking portion are provided. And a suspension part extending obliquely downward from the base plate is formed by bending one steel plate, and a fixing part on the base locking part side is positioned along a side part on the suspension part side, and this fixing part and the suspension part side Is formed with a caulked joint similar to the caulked joint.

【0014】この発明では、支持部材が向きの異なる土
台係止部と懸架部とを有する懸架タイプのものであって
も、これらを1つの鋼板を曲げ加工することにより形成
しているため、別々の鋼板から形成した場合に比べて、
土台係止部と懸架部との位置決めが不要になるととも
に、曲げ加工時に土台係止部側の固定部を懸架部側の辺
部に沿うように位置決めし、この固定部と辺部とをポン
チとダイを使用してかしめ接合しているため、この土台
係止部と懸架部との接合も、それほどコストをかけず
に、短時間のうちに行うことができる。
In the present invention, even if the support member is of a suspension type having a base locking portion and a suspension portion having different directions, these are formed by bending a single steel plate. Compared to the case of forming from steel plate,
The positioning between the base locking part and the suspension part becomes unnecessary, and the fixing part on the base locking part side is positioned along the side part on the suspension part side during bending, and the fixed part and the side part are punched. Since the base and the die are crimped together, the connection between the base locking portion and the suspension portion can be performed in a short time without increasing the cost.

【0015】この発明の請求項4記載の発明は、請求項
3記載の発明の場合において、支持部材の孔部が固定部
の位置より荷重受け部材側に形成されているとともに、
孔部に差し込まれた、この荷重受け部材の突起部の上端
面側に、固定部が重なるように位置決めされていること
である。
According to a fourth aspect of the present invention, in the case of the third aspect, the hole of the support member is formed closer to the load receiving member than the position of the fixing portion.
The fixing portion is positioned so as to overlap the upper end surface side of the protrusion of the load receiving member inserted into the hole.

【0016】この発明では、荷重受け部材の中央部側に
下向き荷重が加わると、孔部を介して、支持部材側に突
出する突起部には上向きの力やモーメントが加わるが、
これらの力やモーメントは、荷重受け部材と支持部材と
の接合部だけでなく、固定部を介しても、支持部材側に
伝えられる。したがって、この支持架台では、荷重受け
部材と支持部材との接合部周りを固定部により補強で
き、その分、構造を堅固なものとすることができる。
According to the present invention, when a downward load is applied to the central portion of the load receiving member, an upward force or moment is applied to the projection projecting toward the support member through the hole.
These forces and moments are transmitted to the support member side not only through the joint between the load receiving member and the support member but also through the fixing portion. Therefore, in this support gantry, the periphery of the joint between the load receiving member and the support member can be reinforced by the fixing portion, and the structure can be made correspondingly firm.

【0017】[0017]

【発明の実施の形態】以下、この発明の実施の形態を図
面を参照しつつ説明する。図1及び図2はこの発明の一
実施の形態に係る支持架台を備えた浴室ユニットの下部
側を示している。
Embodiments of the present invention will be described below with reference to the drawings. 1 and 2 show the lower side of a bathroom unit provided with a support base according to an embodiment of the present invention.

【0018】浴室ユニットは、組立式の浴室であり、図
1及び図2で示されるように、基礎B上の建物の土台D
上に懸架された一対の支持架台1上に、樹脂成形によっ
て一体的に形成された床パン2が載置されているととも
に、この床パン2の外周部に壁パネル3やドア設備(図
示せず)が設置され、これらの上端側に天井パネル(図
示せず)が設置されたものである。そして、この浴室ユ
ニットでは、床パン2の一方側に浴槽4が設置され、他
方側に洗い場Aが形成されているとともに、床パン2上
に、浴槽4側から洗い場A側にかけて、カウンター5が
設置されている。なお、床パン2の下面側には、補強用
のリブ2aが形成されているとともに、支持架台1上に
載せられる載置部2b,2cが形成されている。また、
図1及び図2中符号6は、床パン2の下面側に取り付け
られた排水トラップである。
The bathroom unit is a prefabricated bathroom, and as shown in FIGS. 1 and 2, the base D of the building on the foundation B.
A floor pan 2 integrally formed by resin molding is placed on a pair of support frames 1 suspended above, and a wall panel 3 and door equipment (shown in FIG. ) Are installed, and a ceiling panel (not shown) is installed on the upper end side thereof. In this bathroom unit, a bathtub 4 is installed on one side of the floor pan 2 and a washing place A is formed on the other side, and a counter 5 is placed on the floor pan 2 from the bathtub 4 side to the washing place A side. is set up. In addition, on the lower surface side of the floor pan 2, a reinforcing rib 2a is formed, and mounting portions 2b and 2c to be mounted on the support base 1 are formed. Also,
Reference numeral 6 in FIGS. 1 and 2 denotes a drain trap attached to the lower surface of the floor pan 2.

【0019】支持架台1は、図1及び図2で示されるよ
うに、床パン2が載置される水平な荷重受け部材10の
両端側に、土台Dに係止される一対の支持部材20が逆
(ハ)の字状に取り付けられたものであり、浴室ユニッ
トの荷重を土台D側に伝えるものである。なお、この支
持架台1には、支持部材20の上部側に荷重受け部材1
0が取り付けられた、床パン2の洗い場A側の支持架台
1Aと、支持部材20の下部側に荷重受け部材10が取
り付けられた、床パン2の浴槽4側の支持架台1Bとの
2種があるが、この2種類の支持架台1A,1Bには、
荷重受け部材10の位置の違いによる差しか構造上の違
いはない。
As shown in FIGS. 1 and 2, the support base 1 has a pair of support members 20 which are fixed to the base D at both ends of a horizontal load receiving member 10 on which the floor pan 2 is placed. Are mounted in an inverted (C) shape, and transmit the load of the bathroom unit to the base D side. The support base 1 has a load receiving member 1 on the upper side of the support member 20.
0, a support base 1A on the washing place A side of the floor pan 2, and a support base 1B on the bathtub 4 side of the floor pan 2, in which the load receiving member 10 is mounted below the support member 20. There are two types of support bases 1A and 1B,
There is no difference in the structure due to the difference in the position of the load receiving member 10.

【0020】荷重受け部材10は、図3や図6で示され
るように、鋼板を複数の辺部を有するように、左右対称
に曲げて形成したものである。この荷重受け部材10
は、上辺部11と左右の側辺部12,12からなる断面
が(コ)の字形をしたものの側辺部12,12の下端
に、水平な補強辺部13を外方に突き出すように形成し
たものであり、両端部には、位置決め用と荷重支持用と
を兼ねた一対の突起部14,14が、差込規制部となる
端面T側から側辺部12,12に続くように形成されて
いる。
As shown in FIG. 3 and FIG. 6, the load receiving member 10 is formed by bending a steel plate symmetrically so as to have a plurality of sides. This load receiving member 10
Is formed in such a manner that a cross section composed of an upper side portion 11 and left and right side portions 12 and 12 has a U-shape, but a horizontal reinforcing side portion 13 protrudes outward at a lower end of the side portions 12 and 12. At both ends, a pair of projections 14, 14 both for positioning and for load support, are formed so as to extend from the end face T side serving as the insertion restricting portion to the side portions 12, 12. Have been.

【0021】支持部材20は、図3で示されるように、
土台D上に支持される水平な土台係止部K1と、この土
台係止部K1の一端側から斜め下方に延びる、荷重受け
部材10取付用の懸架部K2とから構成されており、い
ずれも、鋼板を複数の辺部を有するように左右対称に曲
げた板曲げ材から形成されている。
The support member 20, as shown in FIG.
It is composed of a horizontal base locking portion K1 supported on the base D, and a suspension portion K2 for attaching the load receiving member 10 that extends diagonally downward from one end of the base locking portion K1. The steel plate is formed from a plate bending material obtained by bending a steel plate symmetrically so as to have a plurality of sides.

【0022】土台係止部K1は、図6で示されるよう
に、上辺部21と左右の側辺部22,22からなる断面
が(コ)の字形をしたものの側辺部22,22の下端
に、土台Dへの載置辺部23が外方に突き出すように水
平に形成され、かつ、一対の固定部24,24が側辺部
22,22側から懸架部K2側に突き出すように形成さ
れたものである。そして、上辺部21には、図3で示さ
れるように、レベル調整ボルトB1がねじ込まれるねじ
孔21aが形成されているとともに、載置辺部23に
は、土台Dへの固定用ビスB2が差し込まれるビス孔2
3aが形成されている。なお、側辺部22,22間の大
きさは、荷重受け部材10の側辺部12,12間の大き
さと略同一に形成されている。
As shown in FIG. 6, the base locking portion K1 has a cross section composed of an upper side portion 21 and left and right side portions 22, 22, and has a U-shaped cross section. In addition, the mounting side portion 23 on the base D is formed horizontally so as to protrude outward, and the pair of fixing portions 24, 24 is formed so as to protrude from the side portions 22, 22 to the suspension portion K2 side. It was done. As shown in FIG. 3, a screw hole 21a into which the level adjustment bolt B1 is screwed is formed in the upper side portion 21, and a screw B2 for fixing to the base D is formed in the mounting side portion 23. Screw hole 2 to be inserted
3a are formed. Note that the size between the side portions 22 is substantially the same as the size between the side portions 12 of the load receiving member 10.

【0023】懸架部K2は、図6で示されるように、側
辺部25,25と上辺部26と補強辺部27,27とを
有して、土台係止部K1と同様な断面形状に形成されて
いるが、側辺部25,25間の間隔が土台係止部K1の
それより、板厚の2枚分だけ大きく形成されていて、こ
の側辺部25,25の内面側に土台係止部K1の固定部
24,24が沿うように位置決めされる。そして、側辺
部25,25の荷重受け部材10側に、この側辺部2
5,25を連結するように形成された上辺部26の両側
部には、荷重受け部材10の突起部14が差し込まれ
る、上下に細長い一対の孔部26a,26aが形成され
ている。そして、孔部26a,26aに差し込まれた荷
重受け部材10の突起部14は側辺部25,25の内面
側に沿うように位置決めされる。
As shown in FIG. 6, the suspension portion K2 has side portions 25, 25, an upper side portion 26, and reinforcing side portions 27, 27, and has a cross section similar to that of the base locking portion K1. Although the gap between the side portions 25, 25 is formed larger than that of the base locking portion K1 by two sheet thicknesses, the base is formed on the inner surface side of the side portions 25, 25. The fixing portions 24, 24 of the locking portion K1 are positioned so as to be along. Then, on the side of the load receiving member 10 of the side portions 25, 25, the side portion 2
A pair of vertically elongated holes 26a, 26a into which the projections 14 of the load receiving member 10 are inserted are formed on both sides of the upper side 26 formed so as to connect the upper and lower parts 5, 25. Then, the projections 14 of the load receiving member 10 inserted into the holes 26a, 26a are positioned along the inner surfaces of the side portions 25, 25.

【0024】なお,支持架台1Aでは、孔部26aが土
台係止部K1の固定部24直下に形成されているため、
この孔部26aに差し込まれた荷重受け部材10の突起
部14は、上端面側が固定部24の下端側と接するよう
に位置決めされる。
In the support base 1A, since the hole 26a is formed directly below the fixing portion 24 of the base locking portion K1,
The protrusion 14 of the load receiving member 10 inserted into the hole 26 a is positioned such that the upper end surface thereof is in contact with the lower end side of the fixing portion 24.

【0025】つぎに、この支持架台1の製作手順につい
て説明する。まず、図4の(a)及び(b)で示される
ように、荷重受け部材10と支持部材20を形成するた
めに、例えば、厚さ2.3mmの亜鉛メッキ鋼板を所定
形状にカットした荷重受け部材10用の板取体M1と、
厚さ3.2mmの亜鉛メッキ鋼板を所定形状にカットし
た支持部材20用の板取体M2とを形成する。この場
合、板取体M1の側辺部12及び補強辺部13の端面T
と突起部14の先端面14aとは、支持部材20の懸架
部K2の傾斜に合わせて斜状にカットしておく。なお、
鋼板のカッティングはせん断機(シャーリングマシン)
で行い、孔開けは、プレスでおこなう。
Next, the procedure for manufacturing the support base 1 will be described. First, as shown in FIGS. 4A and 4B, in order to form the load receiving member 10 and the support member 20, for example, a load obtained by cutting a galvanized steel sheet having a thickness of 2.3 mm into a predetermined shape. A stripping body M1 for the receiving member 10,
A stripping body M2 for the support member 20 is formed by cutting a 3.2 mm-thick galvanized steel sheet into a predetermined shape. In this case, the end surface T of the side portion 12 and the reinforcing side portion 13 of the strip body M1
The tip 14a of the projection 14 is cut obliquely in accordance with the inclination of the suspension K2 of the support member 20. In addition,
Steel plate cutting is a shearing machine (shearing machine)
And punching is performed with a press.

【0026】つぎに、ロール成形機を使用して、板取体
M1の曲げ加工を行い荷重受け部材10を形成する。ま
た、板取体M2を、図5で示すように、プレス曲げして
予備加工体Nを形成後、図6で示されるように、上辺部
21を所定角度だけ曲げて、土台係止部K1と懸架部K
2とを形成する。そして、プレス曲げされた部分にタッ
プ等を使用してねじ孔21aを形成するとともに、土台
係止部K1の固定部24,24と懸架部K2の側辺部2
5,25とを、かしめ接合によって堅固に接続して、支
持部材20を形成する。なお、荷重受け部材10には、
床パン2の載置部2b,2cを載せる緩衝材(発砲ポリ
エチレン板)を取り付ける。
Next, the load receiving member 10 is formed by bending the plate body M1 using a roll forming machine. Also, as shown in FIG. 5, after forming the preformed body N by press bending the stripping body M2, as shown in FIG. 6, the upper side part 21 is bent by a predetermined angle to form the base locking part K1. Suspension K
And 2. Then, a screw hole 21a is formed using a tap or the like in the press bent portion, and the fixing portions 24, 24 of the base locking portion K1 and the side portions 2 of the suspension portion K2 are formed.
5 and 25 are firmly connected by caulking to form the support member 20. The load receiving member 10 includes
A cushioning material (foamed polyethylene plate) on which the placing portions 2b and 2c of the floor pan 2 are placed is attached.

【0027】つぎに、図8の(a)、(b)で示される
ように、荷重受け部材10の端面Tが支持部材20の上
辺部26に突き当たるまで、荷重受け部材10の突起部
14を支持部材20の孔部26aに差し込み、荷重受け
部材10と支持部材20との位置決めを行う。つづい
て、荷重受け部材10を支持部材20側に押圧した状態
で、荷重受け部材10の突起部14,14と支持部材2
0の側辺部25,25とを、図8の(c)で示されるよ
うに、かしめ接合によって接続すれば、支持架台1Aは
完成する。
Next, as shown in FIGS. 8A and 8B, the projection 14 of the load receiving member 10 is moved until the end face T of the load receiving member 10 abuts against the upper side 26 of the support member 20. The support member 20 is inserted into the hole 26a of the support member 20 to position the load receiving member 10 and the support member 20. Subsequently, in a state where the load receiving member 10 is pressed toward the support member 20, the protrusions 14 and 14 of the load
As shown in FIG. 8 (c), the supporting frame 1A is completed by connecting the side portions 25, 25 of the “0” by caulking as shown in FIG.

【0028】ところで、かしめ接合は、例えばTOX接
合として周知であり、図7で示されるように、ダイY上
に2枚の鋼板L1,L2を載せた後、このダイYに向か
ってポンチPを移動させることにより、2枚の鋼板L
1,L2に、一方の外面側が凹部U1、他方の外面側が
凸部U2となったかしめ接合部Sを形成して、この2枚
の鋼板L1,L2をかしめるように接合するものであ
る。ダイYの凹部Y1中には、底部側に小突部Y2が形
成されており、この小突部Y2周りにリング状の溝Y3
が形成されているため、ポンチPの突部P1によって2
枚の鋼板L1,L2の一部がダイYの凹部Y1中に押し
込まれると、ポンチP側の鋼板L1の一部QがダイY側
の鋼板L2側に逃げ、2枚の鋼板L1,L2がかしめら
れる。
By the way, caulking is known as, for example, TOX bonding. As shown in FIG. 7, after two steel plates L1 and L2 are placed on a die Y, a punch P is moved toward the die Y. By moving, two steel plates L
The two steel plates L1 and L2 are caulked and joined by forming a caulked joint S on one of the outer surfaces of the steel plates L1 and L2 with a concave portion U1 and a convex portion U2 on the other outer surface. In the recess Y1 of the die Y, a small protrusion Y2 is formed on the bottom side, and a ring-shaped groove Y3 is formed around the small protrusion Y2.
Is formed, the protrusion P1 of the punch P causes 2
When a part of the steel plates L1 and L2 is pushed into the recess Y1 of the die Y, a part Q of the steel plate L1 on the punch P side escapes to the steel plate L2 side on the die Y side, and the two steel plates L1 and L2 Caulked.

【0029】なお、この実施の形態では、かしめ接合部
Sの凹部U1のサイズが、例えば、径6mmで深さ6m
mに形成され、凸部U2のサイズが、径12mmで高さ
3mmに形成されており、凹部U1が支持部材20の外
面側を向くように形成されている。
In this embodiment, the size of the concave portion U1 of the caulked joint S is, for example, 6 mm in diameter and 6 m in depth.
m, the size of the protrusion U2 is 12 mm in diameter and 3 mm in height, and the recess U1 is formed so as to face the outer surface side of the support member 20.

【0030】つぎに、この支持架台1の作用効果につい
て説明する。この支持架台1では、荷重受け部材10の
端部に、端面Tが支持部材20に突き当てられるまで、
この支持部材20の孔部26aに差し込まれる位置決め
用及び支持用の突起部14を形成しているため、荷重受
け部材10と支持部材20との接合に当たり、荷重受け
部材10を支持部材20側に押圧するだけで、この荷重
受け部材10と支持部材20との位置決めをなすことが
できる。このため、荷重受け部材10と支持部材20と
の位置決めに複雑な治具は不要となり、その分、治具の
低コスト化を図ることができるとともに、これらの部材
10,20の位置決めも、短時間の内に容易になすこと
ができ、支持架台1の製作工数の低減を図ることができ
る。
Next, the operation and effect of the support base 1 will be described. In this support gantry 1, until the end face T abuts against the support member 20 at the end of the load receiving member 10.
Since the positioning and supporting protrusions 14 to be inserted into the holes 26a of the support member 20 are formed, the load receiving member 10 is moved toward the support member 20 when the load receiving member 10 and the support member 20 are joined. Only by pressing, the position between the load receiving member 10 and the support member 20 can be determined. For this reason, a complicated jig is not required for positioning the load receiving member 10 and the support member 20, and the cost of the jig can be reduced accordingly, and the positioning of these members 10, 20 can be shortened. This can be easily performed in a short time, and the number of man-hours for manufacturing the support base 1 can be reduced.

【0031】この場合、この突起部14は、荷重受け部
材10に作用する荷重に耐えるだけの大きさを有してい
るとともに、孔部26aを介して支持部材20側に支持
されるため、荷重受け部材10と支持部材20とのかし
め接合部Sに接合不良等があり、荷重受け部材10と支
持部材20とがかしめ接合部Sにより充分に接合されて
いなくても、荷重受け部材10が支持部材20側から移
動して、外れてしまうことはない。したがって、この支
持架台1を使用することにより、浴室ユニットの安全度
を高めることができる。
In this case, the projection 14 has a size enough to withstand the load acting on the load receiving member 10 and is supported by the support member 20 through the hole 26a. Even if the caulked joint S between the receiving member 10 and the support member 20 has a poor connection or the like, and the load receiving member 10 and the support member 20 are not sufficiently joined by the caulked joint S, the load receiving member 10 is supported. It does not move from the member 20 side and come off. Therefore, by using this support base 1, the safety of the bathroom unit can be enhanced.

【0032】また、この支持架台1では、荷重受け部材
10の突起部14を支持部材20の側辺部25に沿わせ
るように位置決めして、これらをポンチPとダイYを使
用したかしめ接合により接合しているため、荷重受け部
材10と支持部材20との接合を、溶接接合やボルト締
め接合より低いコストで、短時間のうちに行うことがで
きる。かしめ接合には、ポンチPをダイY側に加圧する
だけの比較的簡単な設備があればよく、設備コストもそ
れほどかからないとともに、溶接接合やボルト締め接合
と比べて、人手がかからないため、かしめ接合を行うこ
とによってコストを下げることができる。
Further, in the support gantry 1, the projections 14 of the load receiving member 10 are positioned along the side portions 25 of the support member 20, and these are joined by caulking using a punch P and a die Y. Because of the joining, the joining between the load receiving member 10 and the support member 20 can be performed in a short time at a lower cost than welding joining or bolting joining. For crimping, it is sufficient if there is a relatively simple equipment that only presses the punch P to the die Y side, and the equipment cost is not so much. By doing so, the cost can be reduced.

【0033】ところで、かしめ接合部Sの強度は、溶接
接合やボルト締め接合の接合部と比べて劣ることはない
とともに、かしめ接合では、作業に人手が加わらないた
め、溶接接合等に比べて、接合部の品質を上げることが
できる。また、かしめ接合には、溶接接合と比べて熱を
使用しないため、鋼板に防錆用のメッキ(例えば、亜鉛
メッキ)が施されていても、接合時にこのメッキがはが
れてしまうことはなく、溶接接合の場合のように、接合
部に防錆剤塗装を行う必要もない。
By the way, the strength of the caulked joint S is not inferior to that of the welded joint or the bolted joint, and the caulked joint does not require any labor for the operation. The quality of the joint can be improved. In addition, since caulking does not use heat as compared to welding, even if steel plates are plated for rust prevention (for example, zinc plating), this plating does not come off at the time of joining, There is no need to apply a rust inhibitor to the joint as in the case of welding.

【0034】なお、荷重受け部材10と支持部材20と
を、所定形状にカットされた鋼板を曲げ加工して形成し
ているため、荷重受け部材10に突起部14を容易に形
成できるとともに、この突起部14を支持部材20の辺
部25に沿わせるように容易に位置決めできる。
Since the load receiving member 10 and the support member 20 are formed by bending a steel plate cut into a predetermined shape, the projections 14 can be easily formed on the load receiving member 10. The protrusion 14 can be easily positioned along the side 25 of the support member 20.

【0035】さらに、この支持架台1では、支持部材2
0の土台係止部K1と懸架部K2とを1つの鋼板の曲げ
加工によって形成しているので、これらを別々の鋼板か
ら形成した場合に比べて、土台係止部K1と懸架部K2
との位置決めが不要となり、その分、支持部材20の製
作工数を低減することができる。また、曲げ加工時に土
台係止部K1側の固定部24を懸架部K2側の辺部22
に沿うように位置決めし、この固定部24と辺部22と
をポンチPとダイYを使用してかしめ接合しているた
め、この土台係止部K1と懸架部K2との補強用の接合
も、それほどコストをかけずに、短時間のうちになすこ
とができる。
Further, in the support base 1, the support member 2
Since the base locking portion K1 and the suspension portion K2 are formed by bending one steel plate, the base locking portion K1 and the suspension portion K2 are compared with a case where they are formed from separate steel plates.
This eliminates the need for positioning, and accordingly, the number of manufacturing steps for the support member 20 can be reduced. At the time of bending, the fixing portion 24 on the base locking portion K1 side is replaced with the side portion 22 on the suspension portion K2 side.
And the fixed portion 24 and the side portion 22 are caulked and joined using the punch P and the die Y. Therefore, the reinforcing joint between the base locking portion K1 and the suspension portion K2 is also required. It can be done in a short period of time without much cost.

【0036】また、この支持架台1のうち、床パン2の
洗い場A側に配置される支持架台1Aでは、荷重受け部
材10の突起部14の上端面側に、支持部材20の固定
部24が重なるように位置決めされるため、荷重受け部
材10の上辺部11側に床パン2等によって下向き荷重
が作用して、孔部26aを介して支持部材20側に突出
する突起部14に上向きの力やモーメントが作用して
も、これらの力等は、かしめ接合部Sだけでなく、固定
部24を介して、支持部材20側に伝えられる。このた
め、この支持架台1Aでは、かしめ接合部S周りを支持
部材20の固定部24により補強でき、その分、構造を
堅固なものとすることができる。
In the support frame 1A of the support frame 1 which is disposed on the washing pan A side of the floor pan 2, the fixing portion 24 of the support member 20 is provided on the upper end surface side of the projection 14 of the load receiving member 10. Since they are positioned so as to overlap with each other, a downward load is applied to the upper side 11 of the load receiving member 10 by the floor pan 2 or the like, and an upward force is applied to the protrusion 14 projecting toward the support member 20 via the hole 26a. Even if a moment or a moment acts, these forces and the like are transmitted not only to the caulked joint portion S but also to the support member 20 side via the fixing portion 24. For this reason, in the support base 1A, the periphery of the caulked joint portion S can be reinforced by the fixing portion 24 of the support member 20, and the structure can be made correspondingly firm.

【0037】なお、荷重受け部材10の突起部14の大
きさ、数、形状は、荷重受け部材10側に作用する力に
耐えるものであれば、どのようなものでもよい。但し、
荷重受け部材10と支持部材20をかしめ接合によって
連結する場合には、この突起部14には、かしめ接合で
きる大きさが必要となる。もちろん、かしめ接合される
支持部材20の固定部24にも、同様のことが要求され
る。
The size, number, and shape of the projections 14 of the load receiving member 10 may be any as long as they can withstand the force acting on the load receiving member 10 side. However,
In the case where the load receiving member 10 and the support member 20 are connected by caulking, the protrusion 14 needs to be large enough to be caulked. Of course, the same is required for the fixing portion 24 of the support member 20 to be crimped.

【0038】また、荷重受け部材10の突起部14が差
し込まれる支持部材20の孔部26aは、荷重受け部材
10の端部を充分に位置決めできるように、できるだけ
突起部14の断面形状に近くなるように形成しておくほ
うがよい。また、突起部14の差込規制部は、鋼板を曲
げ加工して形成してもよい。
The hole 26a of the support member 20 into which the projection 14 of the load receiving member 10 is inserted is as close as possible to the cross-sectional shape of the projection 14 so that the end of the load receiving member 10 can be positioned sufficiently. It is better to form it. Further, the insertion restricting portion of the projection 14 may be formed by bending a steel plate.

【0039】さらに、かしめ接合部Sは、この実施の形
態では、1つの突起部14や固定部24に対して、2つ
ずつ形成されているが、これに限定されるものではな
く、2部材を充分に接合できる数だけ形成されればよ
い。もちろん、かしめ接合部Sの大きさ(ポンチPの突
部P1やダイYの凹部Y1の大きさ)も自由に変えるこ
とができる。
Further, in this embodiment, two caulking joints S are formed for each one protruding portion 14 and fixing portion 24. However, the present invention is not limited to this. May be formed in a number that can be sufficiently joined. Of course, the size of the caulked joint S (the size of the protrusion P1 of the punch P and the size of the recess Y1 of the die Y) can also be freely changed.

【0040】また、荷重受け部材10と支持部材20と
の接合や、支持部材20の土台係止部K1と懸架部K2
との接合は、溶接接合やボルト締め接合であってもよ
い。
Further, the connection between the load receiving member 10 and the support member 20 and the base locking portion K1 and the suspension portion K2 of the support member 20 are provided.
May be welded joints or bolted joints.

【0041】さらに、この実施の形態では、支持架台1
を土台Dに懸架される懸架タイプのものとしたが、図9
で示されるように、荷重受け部材10の両側に取り付け
られる支持部材20が、浴室ユニットの据付面F(図1
参照)上に設置されるタイプのものであってもよい。こ
の場合、支持部材20の下部側にはレベル調整ボルトB
1の支持部K3を形成する必要があるが、この支持部K
3を別部材により製作するのでなく、支持部材20全体
を、懸架部K2に対する土台係止部K1のように、板曲
げとかしめ接合とによって、1枚の鋼板から一体的に形
成するようにしてもよい。
Further, in this embodiment, the support base 1
Is a suspension type that is suspended on the base D.
As shown in FIG. 1, the support members 20 attached to both sides of the load receiving member 10 are mounted on the installation surface F of the bathroom unit (FIG. 1).
(See Reference). In this case, a level adjusting bolt B is provided on the lower side of the support member 20.
It is necessary to form one support portion K3.
3 is not manufactured as a separate member, but the entire support member 20 is integrally formed from a single steel plate by plate bending and caulking as in the case of the base locking portion K1 with respect to the suspension portion K2. Is also good.

【0042】また、この実施の形態では、浴室ユニット
の支持架台1を例にとって説明したが、この支持架台1
は、シャワー室ユニット、脱衣室ユニット、洗面室ユニ
ット、便所ユニットといった、建物内に設置される他の
ユニットルーム(組立式の部屋)に用いられるものであ
ってもよい。
Further, in this embodiment, the support base 1 of the bathroom unit has been described as an example.
May be used in another unit room (assembled room) installed in a building, such as a shower room unit, a dressing room unit, a washroom unit, and a toilet unit.

【0043】[0043]

【発明の効果】この発明は、以下に記載されるような効
果を奏する。
The present invention has the following effects.

【0044】この発明の請求項1記載の発明によれば、
建物の土台に懸架されるか、又はユニットルームの据付
面上に設置される一対の支持部材により、水平な荷重受
け部材の両端側が支持されているユニットルーム用支持
架台において、荷重受け部材の端部に、差込規制部が支
持部材に突き当てられるまで、この支持部材の孔部に差
し込まれる、位置決め用及び支持用の突起部を形成して
いるので、支持架台の製作に当たって、荷重受け部材と
支持部材との位置決めの容易化が図れる。このため、位
置決め治具の簡単化や製作工数の低減が図れ、支持架台
のコストダウンを図ることができる。また、接合部に接
合不良等があっても、突起部を介して、荷重受け部材が
支持部材側に支持されるため、荷重受け部材が支持部材
から外れてしまうことはなく、ユニットルームの安全性
を高めることができる。
According to the first aspect of the present invention,
An end of a load receiving member in a unit room supporting gantry in which both ends of a horizontal load receiving member are supported by a pair of supporting members suspended on a building foundation or on a mounting surface of a unit room. Since the positioning and supporting projections formed in the holes of the support member are formed until the insertion restricting portion abuts against the support member, the load receiving member is used to manufacture the support frame. Positioning between the support member and the support member can be facilitated. Therefore, the positioning jig can be simplified and the number of manufacturing steps can be reduced, and the cost of the support base can be reduced. Also, even if there is a joint failure at the joint, the load receiving member is supported on the support member side via the protrusion, so that the load receiving member does not come off from the support member, and the safety of the unit room can be improved. Can be enhanced.

【0045】この発明の請求項2記載の発明によれば、
請求項1記載の発明の場合において、支持部材と荷重受
け部材とが、鋼板を複数の辺部を有するように曲げた板
曲げ材によって形成されているとともに、この荷重受け
部材の突起部が支持部材の辺部に沿うように位置決めさ
れ、この辺部と突起部とに、支持部材と荷重受け部材と
を結合するための、ポンチとダイを使用したかしめ接合
部が形成されているので、荷重受け部材と支持部材との
接合を、人手のかかる溶接接合やボルト締め接合に比べ
て、コストをかけずに短時間のうちに行うことができ、
支持架台の低コスト化を図ることができる。
According to the second aspect of the present invention,
In the case of the first aspect of the present invention, the support member and the load receiving member are formed of a plate bending material obtained by bending a steel plate so as to have a plurality of sides, and the projections of the load receiving member are supported. Positioning is performed along the side of the member, and a caulked joint using a punch and a die is formed on the side and the projection for coupling the support member and the load receiving member. The joining between the member and the supporting member can be performed in a short time without cost compared to manual welding or bolting joint,
The cost of the support base can be reduced.

【0046】この発明の請求項3記載の発明によれば、
請求項1記載の発明の場合において、建物の土台に懸架
される支持部材の水平な土台係止部と、この土台係止部
の端部から斜め下方に延びる懸架部とが1つの鋼板の曲
げ加工によって形成されているとともに、土台係止部側
の固定部が懸架部側の辺部に沿って位置決めされ、この
固定部と懸架部側の辺部とに、かしめ接合部と同様なか
しめ接合部が形成されているので、懸架タイプの支持架
台に用いられる支持部材の製作コストも充分に下げるこ
とができる。
According to the third aspect of the present invention,
In the case of the first aspect of the present invention, the horizontal base engaging portion of the support member suspended on the base of the building and the suspension extending obliquely downward from the end of the base engaging portion are formed by bending one steel plate. It is formed by processing, and the fixed part on the base locking part side is positioned along the side part on the suspension part side, and the same caulking joint as the caulked joint part on this fixed part and the side part on the suspension part side Since the portion is formed, the manufacturing cost of the support member used for the suspension type support base can be sufficiently reduced.

【0047】この発明の請求項4記載の発明によれば、
請求項1記載の発明の場合において、支持部材の孔部が
固定部の位置より荷重受け部材側に形成されているとと
もに、孔部に差し込まれた、この荷重受け部材の突起部
の上端面側に、固定部が重なるように位置決めされてい
るので、荷重受け部材と支持部材との接合部周りを、支
持部材側の固定部により補強でき、その分、支持架台を
堅固なものとすることができる。
According to the invention described in claim 4 of the present invention,
In the case of the invention described in claim 1, the hole of the support member is formed on the load receiving member side from the position of the fixed portion, and the upper end surface side of the protrusion of the load receiving member inserted into the hole. Since the fixing portions are positioned so as to overlap with each other, the periphery of the joint between the load receiving member and the support member can be reinforced by the fixing portion on the support member side, and the support frame can be made correspondingly rigid. it can.

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

【図1】この発明の一実施の形態に係る支持架台を備え
た浴室ユニットの下部側の断面図である。
FIG. 1 is a sectional view of a lower part of a bathroom unit provided with a support base according to an embodiment of the present invention.

【図2】図1のAーA矢視断面図である。FIG. 2 is a sectional view taken along the line AA of FIG.

【図3】土台上に設置される支持架台の外観斜視図であ
る。
FIG. 3 is an external perspective view of a support base installed on a base.

【図4】支持架台製作用の板取体を示す図であり、
(a)は荷重受け部材用板取体を示し、(b)は支持部
材用板取体を示す。
FIG. 4 is a view showing a stripping body for producing a support base;
(A) shows a stripping body for a load receiving member, and (b) shows a stripping body for a support member.

【図5】支持部材用の板取体に1回目の曲げ加工を施し
て形成された予備加工体の外観斜視図である。
FIG. 5 is an external perspective view of a pre-processed body formed by performing a first bending process on a board for a support member.

【図6】支持部材の孔部に荷重受け部材の突起部を差し
込もうとしている図である。
FIG. 6 is a diagram in which a projection of a load receiving member is about to be inserted into a hole of a support member.

【図7】かしめ接合の説明図である。FIG. 7 is an explanatory diagram of swaging.

【図8】支持部材と荷重受け部材とを接合する場合の説
明図である。
FIG. 8 is an explanatory diagram in a case where a support member and a load receiving member are joined.

【図9】据付面上に設置されるタイプの支持架台の外観
斜視図である。
FIG. 9 is an external perspective view of a support base of a type installed on an installation surface.

【図10】従来の支持架台の説明図である。FIG. 10 is an explanatory view of a conventional support base.

【符号の説明】[Explanation of symbols]

1,1A,1B 支持架台 10 荷重受け部材 14 突起部 20 支持部材 24 固定部 25 側辺部(辺部) 26a 孔部 D 土台 F 据付面 K1 土台係止部 K2 懸架部 P ポンチ S かしめ接合部 T 端面(差込規制部) Y ダイ DESCRIPTION OF SYMBOLS 1, 1A, 1B Support base 10 Load receiving member 14 Projection part 20 Support member 24 Fixing part 25 Side part (side part) 26a Hole part D Base F Mounting surface K1 Base locking part K2 Suspension P Punch S Caulking joint T end face (insertion regulation part) Y die

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 建物の土台に懸架されるか、又はユニッ
トルームの据付面上に設置される一対の支持部材によ
り、水平な荷重受け部材の両端側が支持されているユニ
ットルーム用支持架台において、 上記荷重受け部材の端部に、差込規制部が上記支持部材
に突き当てられるまで、この支持部材の孔部に差し込ま
れる、位置決め用及び支持用の突起部を形成しているこ
とを特徴とするユニットルーム用支持架台。
1. A unit room support gantry, which is suspended on the base of a building or supported on both sides of a horizontal load receiving member by a pair of support members installed on an installation surface of a unit room, At the end of the load receiving member, a positioning and supporting projection is formed to be inserted into a hole of the support member until the insertion restricting portion is abutted against the support member. Support rack for the unit room.
【請求項2】 前記支持部材と前記荷重受け部材とが、
鋼板を複数の辺部を有するように曲げた板曲げ材によっ
て形成されているとともに、この荷重受け部材の前記突
起部が上記支持部材の辺部に沿うように位置決めされ、
この辺部と上記突起部とに、上記支持部材と上記荷重受
け部材とを接合するための、ポンチとダイを使用したか
しめ接合部が形成されていることを特徴とする請求項1
記載のユニットルーム用支持架台。
2. The support member and the load receiving member,
Along with being formed by a plate bending material obtained by bending a steel plate to have a plurality of sides, the protrusion of the load receiving member is positioned along the sides of the support member,
2. A caulked joint using a punch and a die for joining the support member and the load receiving member to the side and the protrusion.
The support frame for the unit room described.
【請求項3】 建物の土台に懸架される前記支持部材の
水平な土台係止部と、この土台係止部の端部から斜め下
方に延びる懸架部とが1つの鋼板の曲げ加工によって形
成されているとともに、上記土台係止部側の固定部が上
記懸架部側の辺部に沿って位置決めされ、この固定部と
上記懸架部側の辺部とに、前記かしめ接合部と同様なか
しめ接合部が形成されていることを特徴とする請求項2
記載のユニットルーム用支持架台。
3. A horizontal base engaging portion of the support member suspended on a foundation of a building, and a suspending portion extending obliquely downward from an end of the base engaging portion is formed by bending one steel plate. In addition, the fixing portion on the base locking portion side is positioned along the side portion on the suspension portion side, and the same caulking joint as the caulking joint portion is formed between this fixing portion and the side portion on the suspension portion side. 3. A part is formed.
The support frame for the unit room described.
【請求項4】 前記支持部材の前記孔部が前記固定部の
位置より前記荷重受け部材側に形成されているととも
に、上記孔部に差し込まれた、この荷重受け部材の前記
突起部の上端面側に、上記固定部が重なるように位置決
めされていることを特徴とする請求項3記載のユニット
ルーム用支持架台。
4. The upper end surface of the projection of the load receiving member, wherein the hole of the support member is formed closer to the load receiving member than the position of the fixing portion, and is inserted into the hole. The support frame for a unit room according to claim 3, wherein the fixing portion is positioned so as to overlap with the side.
JP14041198A 1998-05-08 1998-05-08 Support rack for unit room Expired - Lifetime JP3782232B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14041198A JP3782232B2 (en) 1998-05-08 1998-05-08 Support rack for unit room

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14041198A JP3782232B2 (en) 1998-05-08 1998-05-08 Support rack for unit room

Publications (2)

Publication Number Publication Date
JPH11324359A true JPH11324359A (en) 1999-11-26
JP3782232B2 JP3782232B2 (en) 2006-06-07

Family

ID=15268122

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14041198A Expired - Lifetime JP3782232B2 (en) 1998-05-08 1998-05-08 Support rack for unit room

Country Status (1)

Country Link
JP (1) JP3782232B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014125860A (en) * 2012-12-27 2014-07-07 Toyota Home Kk Method for installing bathroom unit, and building unit for bathroom

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014125860A (en) * 2012-12-27 2014-07-07 Toyota Home Kk Method for installing bathroom unit, and building unit for bathroom

Also Published As

Publication number Publication date
JP3782232B2 (en) 2006-06-07

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