JP3526332B2 - Floor and outer wall structure with long base - Google Patents

Floor and outer wall structure with long base

Info

Publication number
JP3526332B2
JP3526332B2 JP30824494A JP30824494A JP3526332B2 JP 3526332 B2 JP3526332 B2 JP 3526332B2 JP 30824494 A JP30824494 A JP 30824494A JP 30824494 A JP30824494 A JP 30824494A JP 3526332 B2 JP3526332 B2 JP 3526332B2
Authority
JP
Japan
Prior art keywords
floor
panel
base
long base
long
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 - Fee Related
Application number
JP30824494A
Other languages
Japanese (ja)
Other versions
JPH08144364A (en
Inventor
公男 河井
栄三 扇谷
孝彦 蓑谷
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.)
Daiwa House Industry Co Ltd
Original Assignee
Daiwa House Industry Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Daiwa House Industry Co Ltd filed Critical Daiwa House Industry Co Ltd
Priority to JP30824494A priority Critical patent/JP3526332B2/en
Publication of JPH08144364A publication Critical patent/JPH08144364A/en
Application granted granted Critical
Publication of JP3526332B2 publication Critical patent/JP3526332B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、住宅やその他に建物
において、形鋼製のロング土台を使用した床・外壁構造
にする。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention provides a floor / outer wall structure using a long base made of shaped steel in a house or other building.

【0002】[0002]

【従来の技術】従来の建物の床構造では、布基礎上に溝
形鋼の複数のピース土台を分離して配置し、1階床組
は、鋼製床梁と転ばし根太と床パネルとで構成し、これ
ら各部材をビスで固定している。また、2階床組は、鋼
製床梁とツナギ・ブレースを配置して通り出しを行い、
床パネルを敷き込み、これら各部材を固定金物で固定し
ている。また、梁と梁の接合は平面プレートを介して行
っている。
2. Description of the Related Art In a conventional floor structure of a building, a plurality of channel steel bases are separately arranged on a cloth foundation, and the first floor floor set is composed of steel floor beams, rolled joists and floor panels. And each of these members is fixed with screws. In addition, the second-floor assembly has steel floor beams and jumpers and braces placed in order to pass through.
A floor panel is laid down and each of these members is fixed with a fixed hardware. Further, the beams are joined to each other via a plane plate.

【0003】[0003]

【発明が解決しようとする課題】しかし、上記従来例で
は、以下のような問題点があった。 ピース土台のため、配置やレベル調整・通り出しに
時間がかかり、また土台の種類も多くなり、アンカーボ
ルトの本数も増える。 建方終了後でないと床を敷き込むことができず、そ
のため間仕切の配置位置の墨出しも、床敷込み後になっ
てしまう。また、床組と固定に時間と手間がかかる。 建方時の取付と調整に時間と手間がかかる。 梁建込み時にレッカーで吊りながら施工を行うた
め、脱落の危険性があり施工に時間がかかる。
However, the above-mentioned conventional example has the following problems. Since it is a piece base, it takes time to arrange, adjust the level, and pass through, and the number of types of base also increases, and the number of anchor bolts also increases. The floor cannot be laid until after the erection is completed, and therefore the marking of the position of the partition is also done after laying the floor. Also, it takes time and effort to fix it to the floor assembly. It takes time and effort to install and adjust when building. Since construction is performed while suspending with a tow truck when constructing the beam, there is a risk of falling off and it will take time to construct.

【0004】この発明の目的は、施工の容易なロング土
台使用床・外壁構造を提供することである。
The object of the present invention is to make long soil that is easy to construct.
The purpose is to provide a floor and outer wall structure for the platform .

【0005】[0005]

【課題を解決するための手段】この発明のロング土台使
用床・外壁構造は、布基礎上に長手方向に沿って設けら
れた形鋼製のロング土台と、平行な形鋼製の床小梁間に
根太を組み込むと共に面材を張った床パネルと、前記ロ
ング土台の側面に突出して取付けられて前記床パネルを
受ける床パネル受け金物と、矩形に組んだ金属製のパネ
ル外周フレームを有しこのパネル外周フレームの縦フレ
ーム材の下端にボルトが設けられてこのボルトにより上
記ロング土台にボルト接合された耐力壁の外壁パネルと
設けたものである。前記ロング土台使用床・外壁構造
において、前記ロング土台を屋外向きに開口した溝形鋼
とし、かつ前記床パネルを外周の床小梁と根太との間の
角部に被受け金物を有するものとし、前記床パネル受け
金物を、床パネルの前記被受け金物を載置してボルト止
めするものとしてもよい。前記ロング土台使用床・外壁
構造において、前記ロング土台をH形鋼とし、前記床パ
ネル受け金物の中間高さ位置に受け段部を設け、前記床
パネルの外周部の根太を床小梁よりも上下幅の低い部材
であって、下面位置が床小梁の下面位置よりも上方に位
置するように床小梁と組まれたものとし、この外周部の
根太を、前記床パネル受け金物の前記受け段部に載置す
るようにしてもよい。前記ロング土台使用床・外壁構造
において、ロング土台の屋外面を、断熱材を有する土台
カバーで覆うようにしてもよい。前記ロング土台使用床
・外壁構造において、土台に設けた床パネル受け金物
と、上階の胴差に設けた床パネル受け金物とを、同じ構
成の床パネルの同じ箇所を接合可能な形状のものとして
もよい。
[Means for Solving the Problems] Long base of the present invention
The floor / outer wall structure is a long base made of shaped steel provided along the longitudinal direction on the cloth foundation, and a floor panel in which joists are incorporated between floor beams made of parallel shaped steel and a face material is stretched, A floor panel bracket mounted on the side of the long base so as to project from the side panel and a metal panel assembled in a rectangle.
It has an outer frame and a vertical frame of this panel outer frame.
A bolt is provided at the lower end of
The outer wall panel of the bearing wall bolted to the long base and
In which the provided. In the floor / outer wall structure using the long base , the long base is grooved steel that is open to the outside, and the floor panel is an object to be received at a corner between the floor beam and joist on the outer periphery. The floor panel receiving metal object may be mounted on the floor panel receiving object by bolting. Floors and outer walls using the long base
In the structure , the long base is made of H-shaped steel, a receiving step portion is provided at an intermediate height position of the floor panel support, and a joist at the outer peripheral portion of the floor panel is a member having a lower vertical width than the floor beam. And the floor joist is assembled so that the lower surface position is higher than the lower surface position of the floor girder, and the joists of the outer peripheral portion are placed on the receiving step of the floor panel receiving member. You may do it. In the floor / outer wall structure using the long base, the outdoor surface of the long base may be covered with a base cover having a heat insulating material. Floor using the long base
In the outer wall structure , the floor panel support provided on the base and the floor panel support provided on the upper floor of the body may have a shape capable of joining the same locations of the floor panels having the same configuration.

【0006】この発明のロング土台使用床・外壁構造
は、各外壁パネルの配設間隔毎に、前記ロング土台使用
床構造において、ロング土台の上面に、土台長手方向に
延びる長孔と円孔とを土台長手方向に並べて設け、この
ロング土台上に隣合って配置される片方の外壁パネルの
縦フレーム材を、前記円孔にボルト接合し、もう片方の
外壁パネルの縦フレーム材を前記長孔にボルト接合した
ものであっても良い。この場合に、各外壁パネルは、一
側の縦フレーム材の下端を前記円孔に、他側のフレーム
材の下端は前記長孔にそれぞれボルト接合する。
In the long base using floor / outer wall structure of the present invention, the long base using floor structure has a long hole and a circular hole extending in the base longitudinal direction on the upper surface of the long base in each long wall using floor structure. Are arranged side by side in the longitudinal direction of the base, and the vertical frame members of one outer wall panel that are arranged adjacent to each other on this long base are bolted to the circular holes, and the vertical frame members of the other outer wall panel are connected to the long holes. it may be the one that was bolted to. In this case, in each outer wall panel, the lower end of the vertical frame member on one side is bolted to the circular hole and the lower end of the frame member on the other side is bolted to the elongated hole.

【0007】[0007]

【作用】この構成の床・外壁構造によると、ロング土台
を使用にするため、土台配置やレベル調整・通り出しの
ロスを軽減でき、土台種類も少なくて済み、アンカーボ
ルトも削減できる。アンカーボルトの本数削減により、
基礎工事も迅速化できる。また床パネルは、土台の側面
にボルト止めするのではなく、ロング土台の側面に突出
した床パネル受け金物上に設置するので、大型の床パネ
ルを使用しても容易に設置できる。すなわち、施工に際
して、床パネルを床パネル受け金物上に載せた状態で床
パネルと床パネル受け金物とのボルト等による接合作業
が行える。そのため、床パネルをクレーンで吊った状態
でボルト止め作業を行う必要がなく、大型で大重量の床
パネルであっても、容易にかつ安全に施工できる。この
ように大型の床パネルを使用することにより、床施工の
工数が削減できる。また、ロング土台の側面に突出した
床パネル受け金物上に床パネルを設置することから、土
台上に外壁や柱を構築する妨げとならない。床パネル自
体は、平行な形鋼製の床小梁間に根太を組み込むと共に
面材を張った床パネルとで構成されるものであるため、
大型化が図り易い。さらに、このように床小梁、根太、
および面材で構成される床パネルをロング土台の側面に
突出したパネル受け金物上に設置するため、建方開始時
に1階床組を完了させることができ、床パネルを作業床
として利用できる。ロング土台を使用してその内側のパ
ネル受け金物上に床パネルを設置することから、床下へ
の屋外の冷気の侵入も防止し易い。前記ロング土台使用
床・外壁構造において、ロング土台を屋外向きに開口し
た溝形鋼とし、床パネルが外周の床小梁と根太との間の
角部に被受け金物を有するものとし、床パネル受け金物
で床パネルの被受け金物を受けてボルト止めするように
した場合には、被受け金物による床パネルの支持を、少
ない個数の被受け金物で実現でき、ボルト止め等の接合
作業を低減して床組の作業時間を短縮できる。前記床・
外壁構造において、ロング土台をH形鋼で構成し、床パ
ネル受け金物の中間高さ位置に受け段部を設け、床パネ
ルの外周部の根太を、床小梁よりも上下幅の低い部材で
あって、下面位置が床小梁の下面位置よりも上方に位置
するように床小梁と組まれたものとし、この外周部の根
太を、前記床パネル受け金物の前記受け段部に載置する
ようにした場合は、床パネル受け金物の受け段部に床パ
ネルの外周部の根太を載置することで、床パネルをロン
グ土台に腰掛け状に載置して、安全かつ迅速に取付ける
ことができる。前記ロング土台使用床・外壁構造におい
て、ロング土台の屋外面を、断熱材を有する土台カバー
で覆うようにした場合には、土台部分の断熱処置と同時
に土台部分の化粧が図れて断熱,化粧施工が容易であ
り、しかもロング土台の使用による屋外冷気の侵入防止
効果と相まって床下の優れた断熱効果が得られる。前記
ロング土台使用床・外壁構造において、土台に設けた床
パネル受け金物と、上階の胴差に設けた床パネル受け金
物とを、同じ構成の床パネルの同じ箇所を接合可能とし
た場合には、下階と上階の床パネルを共通化でき、コス
トを大幅に低減できる。
[Function] According to the floor / outer wall structure of this structure , since a long base is used, it is possible to reduce the loss of the base arrangement, level adjustment, and passage, the number of base types is small, and the anchor bolts can be reduced. By reducing the number of anchor bolts,
Foundation work can also be speeded up. Further, since the floor panel is not bolted to the side surface of the base, but is installed on the floor panel receiving member protruding to the side surface of the long base, it can be easily installed even if a large floor panel is used. That is, at the time of construction, the floor panel and the floor panel receiving metal fitting can be joined together by bolts or the like with the floor panel placed on the floor panel receiving metal fitting. Therefore, it is not necessary to perform bolting work while the floor panel is hung by a crane, and even a large and heavy floor panel can be easily and safely constructed. By using such a large floor panel, the number of floor construction steps can be reduced. In addition, since the floor panel is installed on the floor panel support that projects to the side of the long base, it does not hinder the construction of outer walls or columns on the base. Since the floor panel itself is constructed with a floor panel in which a joist is installed between floor beams made of parallel shaped steel and a face material is stretched,
Easy to increase in size. In addition, floor girders, joists,
Since the floor panel composed of the face material is installed on the panel receiving member projecting to the side surface of the long base, the first floor assembly can be completed at the start of erection, and the floor panel can be used as a work floor. Since the floor panel is installed on the panel receiving member on the inside using the long base, it is easy to prevent the entry of cold air under the floor. Use the long base
In the floor / outer wall structure , the long base is grooved steel that is open to the outside, and the floor panel has a received product at the corner between the floor beam and joist on the outer periphery. When the received hardware of the panel is received and bolted, it is possible to support the floor panel by the received hardware with a small number of received hardware, reducing the joining work such as bolting and floor assembly. Work time can be shortened. The floor
In the outer wall structure , the long base is made of H-shaped steel, the receiving step portion is provided at the middle height position of the floor panel support, and the joist at the outer peripheral portion of the floor panel is a member having a lower vertical width than the floor beam. It is assumed that the floor girder is assembled so that the lower surface position is higher than the lower surface position of the floor girder, and the joists of the outer peripheral part are placed on the receiving step part of the floor panel bracket. If you do so, by placing the floor joists on the outer periphery of the floor panel on the receiving step of the floor panel bracket, place the floor panel on a long base in a stool-like manner and attach it safely and quickly. You can In the floor / outer wall structure using the long base, when the outdoor surface of the long base is covered with a base cover having a heat insulating material, the base part can be heat-treated at the same time as the base part is insulated. Insulation and makeup work are easy, and the excellent insulation under the floor can be obtained in combination with the effect of preventing outdoor cold air from entering by using a long base. The above
In a floor / outer wall structure that uses a long base , when it is possible to join the floor panel brackets installed on the base and the floor panel brackets installed on the upper floor to the same location on the floor panel with the same structure , The floor panels on the lower floor and the upper floor can be shared, and the cost can be significantly reduced.

【0008】また、このロング土台使用床・外壁構造に
よると、ロング土台の使用によって外壁パネルの取付精
度が向上するうえ、外壁パネルの片側を長孔で、もう片
側を円孔で取付けることから、外壁パネルの製作精度や
土台の孔位置に多少の誤差があっても、その誤差を吸収
して外壁パネルを精度良く取付けることができる。前記
の誤差は隣合う外壁パネル間の目地寸法の差として吸収
されることになり、そのため個々の外壁パネル毎に誤差
が吸収され、誤差の累積の問題が生じない。
Further, according to the floor / outer wall structure using this long base, since the mounting accuracy of the outer wall panel is improved by using the long base, one side of the outer wall panel is attached with a long hole and the other side is attached with a circular hole. Even if there is some error in the manufacturing accuracy of the outer wall panel or the hole position of the base, the outer wall panel can be mounted with high accuracy by absorbing the error. The above error is absorbed as a difference in joint size between adjacent outer wall panels, so that the error is absorbed for each outer wall panel, and the problem of error accumulation does not occur.

【0009】[0009]

【実施例】この発明の一実施例を図1ないし図9に基づ
いて説明する。図1はこのロング土台使用床・外壁構造
を適用した寒冷地用住宅等の建物の分解斜視図である。
布基礎1上には長手方向に沿って、屋外側に開口した溝
形鋼からなるロング土台2を設け、対向する平行なロン
グ土台2間に床大梁17を架設してある。これらロング
土台2および床大梁17の側面には床パネル受け金物1
1を突出させて取付け、この床パネル受け金物11で床
パネル4を受けるようにしている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described with reference to FIGS. FIG. 1 is an exploded perspective view of a building such as a cold region house to which the floor / outer wall structure using the long base is applied.
A long base 2 made of channel steel opened to the outdoor side is provided on the cloth foundation 1 along the longitudinal direction, and a floor girder 17 is installed between the parallel long bases 2 facing each other. On the side surfaces of the long base 2 and the floor girder 17, the floor panel support 1
1 is projected and attached, and the floor panel receiving hardware 11 receives the floor panel 4.

【0010】ロング土台2は、布基礎1上に突出させた
アンカーボルト10によって接合される。このように土
台をピース土台とせず、ロング土台2としているので、
アンカーボルト10を大幅に削減できる。ロング土台2
が設置される布基礎1は、その屋外側および屋内側の両
側面がウレタン発泡樹脂等からなる断熱材6で覆われて
いる。この布基礎1の施工にあたっては、上記断熱材6
を型枠として兼用し、その内部にコンクリートを充填す
ることにより製造される。また、ロング土台2の屋外面
は断熱および化粧用の土台カバー9で覆われる。この土
台カバー9は、化粧鋼板等の金属外皮9aの内側に発泡
樹脂またはグラスウール等の断熱材9bを設けたものと
してある。この土台カバー9の使用および布基礎1の断
熱材6により、建物の下部での断熱効果が大幅に向上す
る。また、この布基礎1で囲まれた範囲の床下空間と地
盤面とは防湿層コンクリート7で遮蔽される。さらに、
防湿層コンクリート7の下面には床下防湿シート8が設
けられる。これにより、布基礎1に換気口を設けること
なく、床下の防湿を図ることができ、断熱性も高められ
て、床部での防湿,断熱施工が不要となる。なお、この
場合、防湿層コンクリート7は、防湿層である床下防湿
シート8を単に押える防湿層押えコンクリートとして機
能するものであってもよい。
The long base 2 is joined by an anchor bolt 10 which is projected on the cloth foundation 1. In this way, the base is not a piece base but a long base 2, so
The anchor bolt 10 can be significantly reduced. Long base 2
The cloth foundation 1 on which is installed is covered on both its outdoor side and indoor side with a heat insulating material 6 made of urethane foam resin or the like. When constructing the cloth foundation 1, the heat insulating material 6 is used.
Is also used as a formwork, and the inside is filled with concrete to produce the product. The outdoor surface of the long base 2 is covered with a base cover 9 for heat insulation and makeup. This base cover 9 is provided with a heat insulating material 9b such as a foamed resin or glass wool inside a metal skin 9a such as a decorative steel plate. By using the base cover 9 and the heat insulating material 6 of the cloth foundation 1, the heat insulating effect in the lower part of the building is significantly improved. The underfloor space and the ground surface surrounded by the cloth foundation 1 are shielded by the moisture-proof concrete 7. further,
An underfloor moistureproof sheet 8 is provided on the lower surface of the moistureproof layer concrete 7. As a result, moisture protection under the floor can be achieved without providing a ventilation opening in the cloth foundation 1, and the heat insulating property is enhanced, so that moisture proofing and heat insulating work on the floor portion are not required. In this case, the moisture-proof layer concrete 7 may function as a moisture-proof layer holding concrete that simply pushes the underfloor moisture-proof sheet 8 that is a moisture-proof layer.

【0011】前記床パネル4は、図4のように形鋼から
なる平行な一対の床小梁12,12間に同じく形鋼から
なる根太13を組み込んでパネルフレームを構成し、そ
の上に面材14を張って構成される。床小梁12には溝
形鋼を外向きに使用し、根太13には床小梁12よりも
上下幅の低い溝形鋼を使用し、いずれも上面レベルを一
致させてある。上階の胴差3(図1)に取付ける床パネ
ル4にはそのフレームにさらにブレース15(図1)が
設けられる。この床パネル4の外周の床小梁12と根太
13の間の角部には、孔付きの鉄板片等からなる被受け
金物16が溶接による接合状態に設けられる。この被受
け金物16をロング土台2や床大梁17の側面から突出
させたアングル材からなる前記床パネル受け金物11に
載置してボルト止めすることにより、図2のように床パ
ネル4がロング土台2や床大梁17に取付けられる。胴
差3に対しても同様にして床パネル4が取付けられる。
As shown in FIG. 4, the floor panel 4 includes a pair of parallel floor beams 12 and 12 made of shaped steel, and a joist 13 also made of shaped steel is incorporated between them to form a panel frame. It is configured by stretching a material 14. The floor beam 12 is made of grooved steel outwardly, and the joist 13 is made of grooved steel having a lower vertical width than that of the floor beam 12, both of which have the same upper surface level. A brace 15 (FIG. 1) is further provided on the frame of the floor panel 4 attached to the upper floor floor difference 3 (FIG. 1). At a corner portion between the floor beam 12 and the joist 13 on the outer periphery of the floor panel 4, a received metal piece 16 made of a steel plate piece having a hole or the like is provided in a welded state. By mounting the received metal object 16 on the floor panel metal object 11 made of an angle member protruding from the side surface of the long base 2 and the floor girder 17 and bolting it, the floor panel 4 is long as shown in FIG. It is attached to the base 2 and the floor girder 17. The floor panel 4 is similarly attached to the body difference 3.

【0012】ロング土台2に対する床大梁17の接合
は、図3(A)〜(C)に平面図および断面図で示すよ
うに、床大梁受け金物18および被受け金物19を介し
て行われる。すなわち、ロング土台2にはアングル材か
らなる床大梁受け金物18がボルト接合され、H形鋼か
らなる床大梁17の端部にも同じくアングル材からなる
被受け金物19が溶接により接合されていて、被受け金
物19を床大梁受け金物18に載置してボルト止めする
ことにより、床大梁17がロング土台2に接合される。
前記床大梁受け金物18は前記床パネル受け金物11に
兼用される。胴差3(図1)に対してもほぼ同様にして
床大梁17が接合される。すなわち、胴差3に設けられ
る床パネル受け金物19とロング土台2に設けられる床
パネル受け金物19とは、同じ構成の床パネル4の同じ
箇所を接合可能な形状のものとされる。このため、1つ
の形状の床パネル4を上下階に共通使用でき、コストを
低減できる。
The floor girder 17 is joined to the long base 2 via the floor girder receiver 18 and the receiver 19 as shown in plan views and sectional views of FIGS. 3 (A) to 3 (C). That is, a floor girder receiving member 18 made of an angle member is bolted to the long base 2, and a received metal member 19 also made of an angle member is welded to an end of the floor girder 17 made of H-shaped steel. The floor girder 17 is joined to the long base 2 by placing the received object 19 on the floor girder receiving object 18 and bolting it.
The floor girder bracket 18 is also used as the floor panel bracket 11. The floor girder 17 is joined to the body difference 3 (FIG. 1) in substantially the same manner. In other words, the floor panel receiving member 19 provided on the body difference 3 and the floor panel receiving member 19 provided on the long base 2 have a shape capable of joining the same portions of the floor panel 4 having the same configuration. Therefore, the floor panel 4 having one shape can be commonly used for the upper and lower floors, and the cost can be reduced.

【0013】図5および図6は、ロング土台2および床
大梁17に対する床パネル4の取付構造の詳細を示す。
図5(A),(B)は図2におけるV −V 矢視断面図の
うちのA部およびB部の断面図を、図5(C),(D)
は図2におけるVI−VI矢視断面図のうちC部およびD部
の断面図をそれぞれ示す。図6(A)は図2におけるA
部の平面図を、図6(B)は図2における出隅(E部)
の平面図をそれぞれ示す。
5 and 6 show details of the mounting structure of the floor panel 4 to the long base 2 and the floor girder 17.
5 (A) and 5 (B) are cross-sectional views of a portion A and a portion B of the cross-sectional view taken along the line V-V in FIG.
2A and 2B show sectional views of a C portion and a D portion of the sectional view taken along the line VI-VI in FIG. FIG. 6A is A in FIG.
6B is a plan view of a portion, and FIG. 6B is a projected corner (E portion) in FIG.
2A and 2B are plan views respectively.

【0014】前記ロング土台2の上方には、これと平行
に例えばH形鋼からなる前記の胴差3が配置され、ロン
グ土台2と胴差3との間に複数枚の外壁パネル5が横に
並べて配置される。外壁パネル5は、図1のように矩形
に組んだ金属製のパネル外周フレーム20と、このパネ
ル外周フレーム20の両側にフレーム20から離れて各
々配置されパネル外周フレーム20の側面を覆う一対の
面材21,21と、この一対の面材21,21の間に、
前記パネル外周フレーム20と面材21の間の隙間まで
充填される断熱性の発泡樹脂22とで構成される。両面
材21,21の片方には建物の外装材となるプレコート
品が使用される。
Above the long base 2, the body difference 3 made of, for example, H-shaped steel is arranged in parallel with the long base 2, and between the long base 2 and the body difference 3, a plurality of outer wall panels 5 are laterally arranged. Are arranged side by side. The outer wall panel 5 includes a panel outer frame 20 made of metal assembled in a rectangular shape as shown in FIG. 1 and a pair of surfaces arranged on both sides of the panel outer frame 20 apart from the frame 20 and covering side surfaces of the panel outer frame 20. Between the materials 21 and 21 and the pair of face materials 21 and 21,
The panel outer peripheral frame 20 and the face material 21 are filled with a heat insulating foamed resin 22. For one of the double-sided materials 21 and 21, a pre-coated product which is an exterior material of a building is used.

【0015】前記パネル外周フレーム20は、上下端に
エンドプレートを設けた角形鋼管からなる一対の縦フレ
ーム材20a,20aと、これら両縦フレーム材の上下
端間に溶接される溝形鋼からなる一対の横フレーム材2
0b,20bとからなる。このパネル外周フレーム20
はさらに一対のブレース20c,20cで補強される。
縦フレーム材20aの上端には胴差3とのボルト接合用
としてボルト挿通孔23(図8)が、縦フレーム材20
aの下端にはボルト24(図7)がそれぞれ設けられ、
これによって胴差3とロング土台2との間に外壁パネル
5がボルト接合される。この外壁パネル5は耐力壁とし
ての十分な強度が与えられており、その縦フレーム材2
0aは柱として機能する。そのため、部材を大幅に省略
できることになる。隣合う外壁パネル5,5間にできる
縦目地は、バックアップ材およびガスケット25(図
1)を装着することによって乾式で防水処理される。
The panel outer peripheral frame 20 is composed of a pair of vertical frame members 20a, 20a made of rectangular steel pipe having end plates provided at the upper and lower ends, and a channel steel welded between the upper and lower ends of these vertical frame members. A pair of horizontal frame materials 2
It consists of 0b and 20b. This panel outer frame 20
Is further reinforced by a pair of braces 20c, 20c.
A bolt insertion hole 23 (FIG. 8) is provided at the upper end of the vertical frame member 20a for joining a bolt with the body difference 3.
Bolts 24 (Fig. 7) are provided at the lower ends of a, respectively.
As a result, the outer wall panel 5 is bolted between the body difference 3 and the long base 2. The outer wall panel 5 is provided with sufficient strength as a bearing wall, and the vertical frame member 2
0a functions as a pillar. Therefore, the members can be largely omitted. The vertical joints formed between the adjacent outer wall panels 5 and 5 are dry-type and waterproof-treated by mounting a backup material and a gasket 25 (FIG. 1).

【0016】ロング土台2の上面には、図7のように土
台長手方向に延びる長孔26aと円孔26bとが土台長
手方向に並べて設けられ、隣合う片方の外壁パネル5に
おける縦フレーム材20aの下端のボルト24を円孔2
6bに挿入してボルト接合し、もう片方の外壁パネル5
の縦フレーム材20aの下端のボルト24を長孔26a
に挿入してボルト接合することにより取付けられる。ま
た、胴差3の下面には、図8のように胴差長手方向に延
びる長孔27aと円孔27bとが胴差長手方向に並べて
設けられ、その円孔27bから隣合う片方の外壁パネル
5における縦フレーム材20aの上端のボルト挿通孔2
3にボルト28を挿入してボルト接合し、胴差3の長孔
27aからもう片方の外壁パネル5の縦フレーム材20
aの上端のボルト挿通孔23にボルト28を挿入してボ
ルト接合される。ロング土台2の長孔26a,円孔26
b、および胴差3の長孔27a,円孔27bの配設ピッ
チは、外壁パネル5の配設ピッチに合わせて設けられ
る。このように、幅方向の片方を長孔26a,27aで
取付け、もう片方を円孔26b,27aでボルト接合す
るため、土台2や胴差3の各孔のピッチや外壁パネル5
のボルト24,24間のピッチ、ボルト挿通孔23,2
3間のピッチに製造上の誤差が多少あっても、上記長孔
26a,27aでその誤差を吸収することができ、外壁
パネル5の取付けが可能となる。また、片方は円孔26
b,27aで取付けるため、取付位置の精度も確保され
る。したがって、前記誤差は、外壁パネル5,5間の縦
目地の幅寸法で吸収されることになる。
As shown in FIG. 7, a long hole 26a extending in the longitudinal direction of the base and a circular hole 26b are provided side by side in the longitudinal direction of the base on the upper surface of the long base 2, and the vertical frame members 20a of one outer wall panel 5 adjacent to each other are provided. Insert the bolt 24 at the bottom of the
6b and bolted to the other outer wall panel 5
The bolt 24 at the lower end of the vertical frame member 20a of
It is attached by inserting it into and bolting it. Further, on the lower surface of the body difference 3, elongated holes 27a extending in the body difference longitudinal direction and a circular hole 27b are provided side by side in the body difference longitudinal direction as shown in FIG. 8, and one outer wall panel adjacent to the circular hole 27b. 5, the bolt insertion hole 2 at the upper end of the vertical frame member 20a
The bolt 28 is inserted into 3 and bolted together, and the vertical frame member 20 of the outer wall panel 5 of the other side is inserted from the long hole 27a of the body difference 3.
A bolt 28 is inserted into the bolt insertion hole 23 at the upper end of a to be bolted. Long hole 26a of long base 2, circular hole 26
The arrangement pitch of b and the elongated holes 27a and the circular holes 27b of the body difference 3 are set in accordance with the arrangement pitch of the outer wall panel 5. In this way, one side in the width direction is attached by the long holes 26a, 27a, and the other side is bolted by the circular holes 26b, 27a. Therefore, the pitch of each hole of the base 2 and the body difference 3 and the outer wall panel 5
Between the bolts 24, 24 of the bolts, the bolt insertion holes 23, 2
Even if there is some manufacturing error in the pitch between the three pitches, the long holes 26a and 27a can absorb the error and the outer wall panel 5 can be attached. Also, one is a circular hole 26
The accuracy of the mounting position is ensured because the mounting is performed by b and 27a. Therefore, the error is absorbed by the width dimension of the vertical joint between the outer wall panels 5 and 5.

【0017】図10はこの発明の他の実施例を示す。こ
の実施例では、ロング土台2がH形鋼からなり、このロ
ング土台2の側面に突出して取付けられる床パネル受け
金物31は図10(B)に示すように中間高さ位置に受
け段部31aを有する形状に形成されている。また、床
パネル4は、先の実施例とほぼ同様に、平行な床小梁1
2,12間に根太13を組み込むと共に面材14を張っ
たものであるが、ここでは小片の被受け金物は設けられ
ていない。この床パネル4の外周部の根太13は、床小
梁12よりも上下幅の低い形鋼からなり、その根太13
の下面位置が床小梁12の下面位置よりも上方に位置す
るように組まれている。この根太13を前記床パネル受
け金物31の受け段部31aに載置してボルト止めする
ことにより、床パネル4がロング土台2に取付けられ
る。胴差3に対する床パネル4の取付けもほぼ同様にし
て行われる。その他の構成は先の実施例と同様である。
FIG. 10 shows another embodiment of the present invention. In this embodiment, the long base 2 is made of H-shaped steel, and the floor panel support 31 that is attached so as to project on the side surface of the long base 2 has a receiving step 31a at an intermediate height position as shown in FIG. 10 (B). Is formed in a shape having. In addition, the floor panel 4 is similar to the previous embodiment, and the parallel floor beam 1 is used.
Although a joist 13 is incorporated between Nos. 2 and 12, and a face material 14 is stretched, a small piece of the received metal object is not provided here. The joist 13 at the outer peripheral portion of the floor panel 4 is made of a shaped steel having a lower vertical width than the floor beam 12, and the joist 13
Is assembled so that the lower surface position of is above the lower surface position of the floor beam 12. The floor panel 4 is attached to the long base 2 by placing this joist 13 on the receiving step portion 31a of the floor panel receiving metal member 31 and bolting it. The floor panel 4 is attached to the body difference 3 in substantially the same manner. The other structure is the same as that of the previous embodiment.

【0018】[0018]

【発明の効果】この発明のロング土台使用床・外壁構造
は、布基礎上に長手方向に沿って設けられた形鋼製のロ
ング土台と、平行な形鋼製の床小梁間に根太を組み込む
と共に面材を張った床パネルと、前記ロング土台の側面
に突出して取付けられて前記床パネルを受ける床パネル
受け金物とを設けたため、床パネル受け金物を介してロ
ング土台に床パネルを容易にかつ安全に取付けることが
できる。また、建方開始時に1階床組を完了させること
ができるので、床パネルを作業床として利用できる。さ
らに、ロング土台の使用により、土台配置やレベル調整
・通り出しのロスを軽減でき、土台種類も少なくて済
み、アンカーボルトも削減できる。しかも、ロング土台
の使用によって、屋外の冷気の床下への侵入防止が図り
易い。この床・外壁構造において、前記ロング土台を屋
外向きに開口した溝形鋼とし、前記床パネルを外周の床
小梁と根太との間の角部に被受け金物を有するものと
し、前記床パネル受け金物が床パネルの前記被受け金物
を載置してボルト止めするものとした場合には、被受け
金物による床パネルの支持を、少ない個数の被受け金物
で実現でき、ボルト止め等の接合作業を低減して床組の
作業時間を短縮できる。前記床・外壁構造において、前
記ロング土台を屋外向きに開口した溝形鋼とし、前記床
パネルの外周の床小梁と根太との間の角部に被受け金物
を設け、前記床パネル受け金物で床パネルの前記被受け
金物を受けてボルト止めするようにした場合には、床パ
ネル受け金物の受け段部に床パネルの外周部の根太を載
置することで、床パネルをロング土台に腰掛け状に載置
して、安全かつ迅速に取付けることができる。前記床・
外壁構造において、ロング土台の屋外面を、断熱材を有
する土台カバーで覆った場合は、土台部分の断熱処置と
化粧とが同時に図れて施工が容易であり、しかもロング
土台の使用による屋外冷気の侵入防止効果と相まって床
下の優れた断熱効果が得られる。前記床・外壁構造にお
いて、ロング土台に設けた床パネル受け金物と、上階の
胴差に設けた床パネル受け金物とを、同じ構成の床パネ
ルの同じ箇所を接合可能とした場合には、下階と上階の
床パネルを共通化でき、コストを低減できる。
The floor / outer wall structure using a long base according to the present invention comprises a long base made of shaped steel provided along a longitudinal direction on a cloth foundation and a floor beam made of parallel shaped steel beams. Since a floor panel with a joist is installed and a face material is stretched, and a floor panel support fitting that is mounted so as to project on the side surface of the long base to receive the floor panel, the floor base is received on the long base through the floor panel support hardware. The panel can be installed easily and safely. Moreover, since the first floor assembly can be completed at the start of erection, the floor panel can be used as a work floor. Furthermore, by using a long base, it is possible to reduce the loss of base layout, level adjustment, and passage, the number of base types is small, and the anchor bolts can be reduced. Moreover, by using a long base, it is easy to prevent outdoor cold air from entering the underfloor. In this floor / outer wall structure , the long base is a channel steel opened to the outside, and the floor panel has a received metal object at a corner portion between a floor beam and a joist on the outer periphery. When the received object is a floor panel on which the received object is placed and bolted, it is possible to support the floor panel by the received object with a small number of received objects, such as bolting. Work can be reduced and floor assembly time can be shortened. In the floor / outer wall structure , the long base is grooved steel that is open to the outside, and a received product is provided at a corner between the floor beam and joist on the outer periphery of the floor panel. When the floor panel is to be bolted by receiving the received object on the floor panel, by placing the joist on the outer periphery of the floor panel on the receiving step of the floor panel receiving object, the floor panel can be used as a long base. It can be mounted on a stool and attached safely and quickly. The floor
In the outer wall structure , when the outdoor surface of the long base is covered with a base cover having a heat insulating material, the base part can be heat-insulated and makeup can be applied at the same time, and the construction can be done easily. Combined with the intrusion prevention effect, an excellent heat insulation effect under the floor can be obtained. In the floor / outer wall structure, it is possible to join the floor panel bracket provided on the long base and the floor panel bracket provided on the upper floor to the same location of the floor panel of the same structure. In that case, the floor panels on the lower floor and the upper floor can be shared, and the cost can be reduced.

【0019】また、この発明のロング土台使用床・外壁
構造において、前記ロング土台の上面に、土台長手方向
に延びる長孔と円孔とを土台長手方向に並べて設け、こ
のロング土台上に隣合って配置される一方の外壁パネル
の縦フレーム材を前記円孔にボルト接合し、もう片方の
外壁パネルの縦フレーム材を前記長孔にボルト接合した
場合は、外壁パネルや、土台、胴差の孔位置、ボルト位
置等に多少の誤差があっても、その誤差を吸収して外壁
パネルを精度よく取付けることができる。
Further, in the long base used bed-outer wall structure of the invention, the upper surface of the long base, provided side by side with the long hole and a circular hole extending in the base longitudinally on the base longitudinally Tonaria' on the long base The vertical frame material of one outer wall panel to be arranged is bolted to the circular hole, and the vertical frame material of the other outer wall panel is bolted to the elongated hole.
In this case , even if there is some error in the outer wall panel, the base, the hole position of the body difference, the bolt position, etc., the error can be absorbed and the outer wall panel can be attached accurately.

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

【図1】この発明の一実施例にかかるロング土台使用床
構造を適用した建物の分解斜視図である。
FIG. 1 is an exploded perspective view of a building to which a floor structure using a long base according to an embodiment of the present invention is applied.

【図2】同ロング土台使用床構造における床パネルの配
置を示す平面図である。
FIG. 2 is a plan view showing an arrangement of floor panels in the floor structure using the long base.

【図3】(A)は同床構造におけるロング土台と床大梁
との接続構造を示す平面図、(B)は同接続構造の縦断
面図、(C)は(B)におけるIII −III 矢視断面図で
ある。
3A is a plan view showing a connection structure between a long base and a floor girder in the same floor structure, FIG. 3B is a vertical sectional view of the connection structure, and FIG. 3C is a III-III arrow in FIG. 3B. FIG.

【図4】同床構造に使用される床パネルの分解斜視図で
ある。
FIG. 4 is an exploded perspective view of a floor panel used in the same floor structure.

【図5】(A)は図2におけるV −V 矢視断面における
A部の断面図、(B)は図2におけるV −V 矢視断面に
おけるB部の断面図、(C)は図2におけるVI−VI矢視
断面におけるC部の断面図、(D)は図2におけるVI−
VI矢視断面におけるD部の断面図である。
5A is a cross-sectional view of a portion A in a V-V arrow cross-section in FIG. 2, FIG. 5B is a cross-sectional view of a portion B in a V-V arrow cross-section in FIG. 2, and FIG. VI-VI in FIG. 2 is a cross-sectional view of the C portion, (D) is VI- in FIG.
FIG. 6 is a cross-sectional view of a D part in a cross section taken along the arrow VI.

【図6】(A)は図2におけるA部の平面図、(B)は
図2におけるE部の平面図である。
6A is a plan view of a portion A in FIG. 2, and FIG. 6B is a plan view of a portion E in FIG.

【図7】(A)はロング土台への外壁パネルの取付構造
を示す分解斜視図、(B)はロング土台の拡大斜視図で
ある。
FIG. 7A is an exploded perspective view showing a mounting structure of an outer wall panel on a long base, and FIG. 7B is an enlarged perspective view of the long base.

【図8】(A)は胴差への外壁パネルの取付構造を示す
分解斜視図、(B)は胴差の拡大斜視図である。
FIG. 8A is an exploded perspective view showing a mounting structure of the outer wall panel to the body difference, and FIG. 8B is an enlarged perspective view of the body difference.

【図9】同ロング土台使用床構造を適用した建物の縦断
面図である。
FIG. 9 is a longitudinal sectional view of a building to which the floor structure using the long base is applied.

【図10】(A)はロング土台使用床構造の他の実施例
を示す縦断面図、(B)は同床構造における床パネルと
床パネル受け金物との関係を示す分解斜視図、(C)は
同床構造の全体構成を示す縦断面図である。
10A is a longitudinal sectional view showing another embodiment of a floor structure using a long base, FIG. 10B is an exploded perspective view showing a relationship between a floor panel and a floor panel bracket in the same floor structure, FIG. ) Is a longitudinal sectional view showing the overall structure of the same floor structure.

【符号の説明】[Explanation of symbols]

1…布基礎、2…ロング土台、4…床パネル、5…外壁
パネル、9…土台カバー、11…床パネル、12…床小
梁、13…根太、14…面材、16…被受け金物、20
a…縦フレーム材、26a…長孔、26b…円孔、31
…床パネル受け金物、31a…受け段部
1 ... Cloth foundation, 2 ... Long base, 4 ... Floor panel, 5 ... Exterior wall panel, 9 ... Base cover, 11 ... Floor panel, 12 ... Floor beam, 13 ... Joist, 14 ... Face material, 16 ... Receiving material , 20
a ... vertical frame material, 26a ... elongated hole, 26b ... circular hole, 31
… Floor panel hardware, 31a… Receiving step

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平4−312652(JP,A) 特開 昭53−72316(JP,A) 実開 昭58−81224(JP,U) 実開 昭55−165036(JP,U) 実開 平3−117008(JP,U) (58)調査した分野(Int.Cl.7,DB名) E04B 1/02 E04B 5/02 ─────────────────────────────────────────────────── ─── Continuation of the front page (56) References JP-A-4-312652 (JP, A) JP-A-53-72316 (JP, A) Actually open 58-81224 (JP, U) Actual-open Sho 55- 165036 (JP, U) Actual Kaihei 3-117008 (JP, U) (58) Fields investigated (Int.Cl. 7 , DB name) E04B 1/02 E04B 5/02

Claims (6)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 布基礎上に長手方向に沿って設けられた
形鋼製のロング土台と、平行な形鋼製の床小梁間に根太
を組み込むと共に面材を張った床パネルと、前記ロング
土台の側面に突出して取付けられて前記床パネルを受け
る床パネル受け金物と、矩形に組んだ金属製のパネル外
周フレームを有しこのパネル外周フレームの縦フレーム
材の下端にボルトが設けられてこのボルトにより上記ロ
ング土台にボルト接合された耐力壁の外壁パネルとを備
え、上記ロング土台は上記外壁パネルの幅よりも長いも
のとしたロング土台使用床・外壁構造。
1. A long base made of shaped steel provided along a longitudinal direction on a cloth foundation, a floor panel in which joists are incorporated between floor beams made of parallel shaped steel, and a face material is stretched, and the long base. A floor panel bracket attached to the side of the base to receive the floor panel and a metal panel assembled in a rectangular shape
This frame has a peripheral frame and the vertical frame of this panel peripheral frame
A bolt is provided at the lower end of the material, and this bolt is used to
The outer wall panel of the bearing wall bolted to the base
Well, the long base is longer than the width of the outer wall panel.
Floor and outer wall structure with long base.
【請求項2】 前記ロング土台が屋外向きに開口した溝
形鋼であり、前記床パネルが外周の床小梁と根太との間
の角部に被受け金物を有し、前記床パネル受け金物が床
パネルの前記被受け金物を載置してボルト止めするもの
である請求項1記載のロング土台使用床・外壁構造。
2. The floor base is a channel steel with an opening to the outside, and the floor panel has a received material at a corner between a floor beam and a joist on the outer periphery. 2. The floor / outer wall structure using a long base according to claim 1, wherein said receiving object of a floor panel is placed and bolted .
【請求項3】 前記ロング土台がH形鋼であり、前記床
パネル受け金物が中間高さ位置に受け段部を有するもの
であり、前記床パネルの外周部の根太が床小梁よりも上
下幅の低い部材であって、下面位置が床小梁の下面位置
よりも上方に位置するように床小梁と組まれたものと
し、この外周部の根太を、前記床パネル受け金物の前記
受け段部に載置した請求項1記載のロング土台使用床・
外壁構造。
3. The long base is H-shaped steel, the floor panel support has a receiving step portion at an intermediate height position, and the joists in the outer peripheral portion of the floor panel are above and below the floor beam. It is a member with a small width and is assembled with the floor beam so that the lower surface position is located above the lower surface position of the floor beam, and the joist of this outer peripheral portion is the receiving member of the floor panel receiving member. The floor using a long base according to claim 1, which is placed on a step.
Exterior wall structure.
【請求項4】 ロング土台の屋外面を、断熱材を有する
土台カバーで覆った請求項1または請求項2または請求
項3記載のロング土台使用床・外壁構造。
4. The floor / outer wall structure using a long base according to claim 1, 2 or 3, wherein an outdoor surface of the long base is covered with a base cover having a heat insulating material .
【請求項5】 土台に設けた床パネル受け金物と、上階
の胴差に設けた床パネル受け金物とを、同じ構成の床パ
ネルの同じ箇所を接合可能な形状のものとした請求項1
または請求項2または請求項3または請求項4記載の
ング土台使用床・外壁構造。
5. The floor panel support provided on the base and the floor panel support provided on the upper floor of the body are shaped so that the same portions of the floor panels having the same structure can be joined to each other.
Hollow or claim 2 or claim 3 or claim 4, wherein
Floor base and outer wall structure using the base.
【請求項6】 請求項1または請求項2または請求項3
または請求項4記載のロング土台使用床・外壁構造にお
いて、ロング土台の上面に、各外壁パネルの配設間隔毎
に、土台長手方向に延びる長孔と円孔とを土台長手方向
に並べて設け、このロング土台上に隣合って配置される
片方の外壁パネルの縦フレーム材を、前記円孔にボルト
接合し、もう片方の外壁パネルの縦フレーム材を前記長
孔にボルト接合し、かつ前記各外壁パネルは一側の縦フ
レーム材の下端を前記円孔に、他側のフレーム材の下端
を前記長孔にそれぞれボルト接合したロング土台使用床
・外壁構造。
6. Claim 1 or claim 2 or claim 3.
Alternatively, in the floor / outer wall structure using a long base according to claim 4, a long hole and a circular hole extending in a longitudinal direction of the base are provided on an upper surface of the long base at intervals of arrangement of each outer wall panel. The vertical frame members of one outer wall panel, which are arranged side by side in the longitudinal direction and are arranged adjacent to each other on this long base, are bolted to the circular holes, and the vertical frame members of the other outer wall panel are bolted to the long holes. The floor / outer wall structure using a long base in which the outer wall panels are joined to each other by bolting the lower end of the vertical frame material on one side to the circular hole and the lower end of the frame material on the other side to the elongated hole.
JP30824494A 1994-11-16 1994-11-16 Floor and outer wall structure with long base Expired - Fee Related JP3526332B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30824494A JP3526332B2 (en) 1994-11-16 1994-11-16 Floor and outer wall structure with long base

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30824494A JP3526332B2 (en) 1994-11-16 1994-11-16 Floor and outer wall structure with long base

Publications (2)

Publication Number Publication Date
JPH08144364A JPH08144364A (en) 1996-06-04
JP3526332B2 true JP3526332B2 (en) 2004-05-10

Family

ID=17978682

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30824494A Expired - Fee Related JP3526332B2 (en) 1994-11-16 1994-11-16 Floor and outer wall structure with long base

Country Status (1)

Country Link
JP (1) JP3526332B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105625601A (en) * 2014-11-27 2016-06-01 杨九龙 Composite thermal insulating wall body and steel structure building comprising wall body

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5478864B2 (en) * 2008-10-01 2014-04-23 ミサワホーム株式会社 Connection structure, unit type building, construction method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105625601A (en) * 2014-11-27 2016-06-01 杨九龙 Composite thermal insulating wall body and steel structure building comprising wall body
CN105625601B (en) * 2014-11-27 2018-05-01 北京首时工业设计有限公司 A kind of composite thermal-insulating wall and the steel building comprising the wall

Also Published As

Publication number Publication date
JPH08144364A (en) 1996-06-04

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