JPH09177169A - Structure for supporting attached construction - Google Patents

Structure for supporting attached construction

Info

Publication number
JPH09177169A
JPH09177169A JP7339081A JP33908195A JPH09177169A JP H09177169 A JPH09177169 A JP H09177169A JP 7339081 A JP7339081 A JP 7339081A JP 33908195 A JP33908195 A JP 33908195A JP H09177169 A JPH09177169 A JP H09177169A
Authority
JP
Japan
Prior art keywords
edge
building
strength
attached
column
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP7339081A
Other languages
Japanese (ja)
Inventor
Masanori Maeda
昌則 前田
Original Assignee
Natl House Ind Co Ltd
ナショナル住宅産業株式会社
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 Natl House Ind Co Ltd, ナショナル住宅産業株式会社 filed Critical Natl House Ind Co Ltd
Priority to JP7339081A priority Critical patent/JPH09177169A/en
Publication of JPH09177169A publication Critical patent/JPH09177169A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To heighten support strength of an attached construction in simple constitution by supporting the attached construction such as a stairway attached to a building by a column unit closely arranging and fixing two column bodies of square steel pipes. SOLUTION: A projection part 5 is formed of a lower staircase part 21, a landing part 22 and an upper staircase part 23 ahead of the front wall face of a building body. In a column unit 2 two column bodies 3, 3 composed of square steel pipes are welded to closely be arranged and combined, so that strength in the arranged direction does not exceed 8 times larger than one square steel pipe, and the strength in the other direction is two times larger than it. The projection part 5 has a first side edge extending in the direction of intersecting the front wall face of the building body and a second side edge extending in the direction of intersecting the first side edge. The two column bodies 3, 3 is provided to be arranged in the direction along the second side edge, and an attached construction B is supported on the upper end of the column unit 2 with a receiving fitting 9 having connected and fixed the two column bodies 3, 3. Furthermore, strength is heightened by arranging it in the direction along the first side edge, rising it from the lower floor and making it vertical frame material of a wing wall 10.

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】本発明は、階段踊場、バルコ
ニー、階上廊下等の付属構築物の支持強度を、柱の本数
を増やすことなくかつ柱径を大きくすることなく簡易な
構成で高めうる付属構築物支持構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an accessory that can increase the supporting strength of an accessory structure such as a staircase landing, a balcony, a corridor on the upper floor with a simple structure without increasing the number of pillars and without increasing the diameter of the pillars. It relates to a structure support structure.
【0002】[0002]
【従来の技術】複数階建の建物本体に、階段、バルコニ
ー、階上廊下等の付属構築物を付設した建築物におい
て、前記付属構築物を支柱によって支持することがあ
る。
2. Description of the Related Art In a building having a multi-storey building main body provided with auxiliary structures such as stairs, balconies, and corridors on upper floors, the auxiliary structures may be supported by columns.
【0003】このような付属構築物の支持強度を高める
ために、前記支柱の本数を増す、あるいは支柱の径を大
きくする(例えば60mm角鋼管を80mm角鋼管に太くす
る)ことが提案されている。
In order to increase the supporting strength of such an accessory structure, it has been proposed to increase the number of the columns or to increase the diameter of the columns (for example, thickening a 60 mm square steel pipe into an 80 mm square steel pipe).
【0004】[0004]
【発明が解決しようとする課題】しかしながら支柱の本
数を増したり、支柱の径を大きくしたりするものでは、
ややもすると外観が低下がちとなり、しかも構成も複雑
となるとともに、付属構築物下方の通路巾を小さくする
場合もあって、その建込みが制約されており、従って、
付属構築物の支持強度を簡易な構成で高める新規な構造
の出現が強く要望されている。
However, in the case of increasing the number of columns or enlarging the diameter of the columns,
In some cases, the appearance tends to deteriorate, and the structure becomes complicated, and the passage width below the attached structure may be reduced, so that the installation is restricted.
There is a strong demand for the emergence of a new structure that enhances the supporting strength of ancillary structures with a simple structure.
【0005】本発明は、付属構築物を角鋼管からなる2
本の柱体を密に並べて固着した柱ユニットにより支持す
ることを基本として、柱の本数を増したり、柱を大径に
することなく簡易な構成で付属構築物の支持強度を向上
しうる付属構築物支持構造の提供を目的としている。
According to the present invention, the attached structure is made of a square steel pipe.
Ancillary structures that can improve the supporting strength of ancillary structures with a simple structure without increasing the number of columns or increasing the diameter of the columns, based on the column units that are closely arranged and fixed together. It is intended to provide a support structure.
【0006】[0006]
【課題を解決するための手段】前記目的を達成するため
に本発明の付属構築物支持構造は、建物本体に取付けら
れる付属構築物を、角鋼管からなる2本の柱体を密に並
べて固着した柱ユニットにより支持する。
In order to achieve the above-mentioned object, the auxiliary structure support structure of the present invention is a pillar in which an auxiliary structure to be attached to a building body is fixed by closely arranging two pillars made of square steel tubes. Supported by a unit.
【0007】なお前記付属構築物は、建物本体から突出
するとともに建物本体の前壁面と交わる向きにのびる第
1の辺縁と、この第1の辺縁と交わる向きにのびる第2
の辺縁とを有する突出部を具え、前記第2の辺縁を支持
する柱ユニットは、2本の柱体が第2の辺縁に沿う方向
に並べられるとともに、柱ユニットの上端に2本の柱体
を継いで固着した受金具を用いて前記付属構築物を支持
することが、付属構築物下方に十分な通路巾を確保しつ
つ支持強度をさらに向上しうる点で好ましい。
The accessory structure projects from the main body of the building and extends in a direction intersecting with the front wall surface of the main body of the building, and a second edge extending in a direction intersecting with the first peripheral edge.
And a column unit supporting the second edge, the two column bodies being arranged in a direction along the second edge and having two protrusions at the upper end of the column unit. It is preferable to support the accessory structure by using a receiving metal fitting that is fixed by connecting the column bodies in order to further improve the support strength while ensuring a sufficient passage width below the accessory structure.
【0008】又前記付属構築物の突出部の第1の辺縁を
支持する柱ユニットは、2本の前記柱体が第1の辺縁に
沿う方向に並べられかつ階下から立上がり前記第1の辺
縁に沿ってその近傍を上にのびる袖壁パネルの縦枠材を
形成することが、支持強度を十分に確保しながら外観を
向上でき、しかも袖壁パネル自体の強度を高めうる点で
好ましい。
In the pillar unit supporting the first edge of the protruding portion of the accessory structure, the two pillars are arranged in the direction along the first edge and rise from the downstairs to the first edge. It is preferable to form a vertical frame material for the sleeve wall panel that extends upward in the vicinity thereof along the edge, because the appearance can be improved while ensuring sufficient supporting strength, and the strength of the sleeve wall panel itself can be increased.
【0009】[0009]
【発明の実施の形態】以下本発明の付属構築物支持構造
が、建物本体Aに取付けられる付属構築物Bとして、1
階部と2階部とをつなぐ階段Sを採用した場合を例にと
り、その実施の形態を図面に基づき説明する。
BEST MODE FOR CARRYING OUT THE INVENTION The auxiliary structure support structure of the present invention will be described below as an auxiliary structure B attached to a building body A.
An embodiment will be described with reference to the drawings by taking as an example a case where a staircase S that connects a floor and a second floor is adopted.
【0010】前記建物本体Aは、図2、図3に示すよう
に、布基礎F上に立設した外壁パネル20…の外面によ
って形成される前壁面Wを途切れさせてこの途切れ部C
に平面コ字の凹所Dを形成している。
As shown in FIG. 2 and FIG. 3, the building body A has a front wall surface W formed by the outer surfaces of outer wall panels 20 erected on a cloth foundation F, and the front wall surface W is cut off to form the cut portion C.
A flat U-shaped recess D is formed in the.
【0011】又前記階段Sは、図1〜4に示すように、
前記凹所D内の1階部から前(図3において左側を
「前」、右側を「後」とする)に向かって斜め上にのび
る下階段部21、この下階段部21の前端に連設される
踊場部22、この踊場部22の後端から前記下階段部2
1と並行して後に向かって斜め上にのびかつ後部に2階
部の床面と略同高の平坦部分24を有する上階段部2
3、およびこの上階段部23の前記平坦部分24後端に
連設され周囲枠26が凹所Dの2階部の床面を支持する
梁材27…にボルト止めされる階上部25を具える所謂
コ字形階段として形成される。
The stairs S are, as shown in FIGS.
A lower staircase portion 21 extending obliquely upward from the first floor in the recess D toward the front (the left side in FIG. 3 is referred to as “front” and the right side as “rear”), and is connected to the front end of the lower staircase portion 21. The landing section 22 to be installed, and the lower stairway section 2 from the rear end of the landing section 22
In parallel with 1, the upper staircase part 2 which extends obliquely upward toward the rear and has a flat part 24 at the rear part which is substantially level with the floor surface of the second floor
3 and the upper floor 25 which is continuously provided at the rear end of the flat portion 24 of the upper staircase portion 23 and whose peripheral frame 26 is bolted to a beam member 27 supporting the floor surface of the second floor of the recess D. It is formed as a so-called U-shaped staircase.
【0012】なお前記下階段部21の前方部と踊場部2
2と上階段部23の前方部とは、建物本体Aの前記前壁
面Wよりも前に突出する突出部5を形成するとともに、
この突出部5は、踊場部22の前端に前壁面Wと平行に
配した断面コ字の水平な前梁29が形成する前縁6と、
前記前梁29の両端から前壁面Wと直角かつ後方にのび
後部に下、上階段部21、23の一方の側板21a、2
3aを一体に有する側梁30A、30Bが形成する側縁
7、7とを具える。従って、本形態では建物本体Aの前
壁面Wと交わる向きにのびる第1の辺縁は、該前壁面W
と直角な前記側縁7により形成されるとともに、第1の
辺縁と交わる向きにのびる第2の辺縁は、前壁面Wと平
行な前記前縁6により形成される。
The front part of the lower staircase part 21 and the landing part 2
2 and the front part of the upper staircase part 23 form a projecting part 5 projecting forward of the front wall surface W of the building body A, and
The projecting portion 5 has a front edge 6 formed by a horizontal front beam 29 having a U-shaped cross section and arranged in parallel with the front wall surface W at the front end of the landing section 22,
It extends from both ends of the front beam 29 at a right angle to the front wall surface W and extends rearward to the lower side, and one side plate 21a, 2 of the upper step portions 21, 23
And side edges 7 and 7 formed by side beams 30A and 30B integrally having 3a. Therefore, in this embodiment, the first edge extending in the direction intersecting with the front wall surface W of the building body A is the front wall surface W.
The second edge extending in the direction intersecting the first edge is formed by the front edge 6 that is parallel to the front wall surface W, while being formed by the side edge 7 that is perpendicular to the first edge.
【0013】又前記踊場部22の床下地は、図4に示す
ように、前記前梁29と、この前梁29に平行かつ下、
上階段部21、23の他方の側板21b、23bの前端
を固定する後梁31との間に架け渡した前後方向にのび
る継ぎ材32、32、および前記側梁30A、30Bの
向き合う面に夫々固着した受材33、33によってコン
クリートパネル34を支持することにより形成される。
As shown in FIG. 4, the floor base of the landing section 22 is parallel to the front beam 29 and below the front beam 29.
The joint members 32 and 32 extending in the front-rear direction and spanning between the rear beams 31 that fix the front ends of the other side plates 21b and 23b of the upper stairs 21 and 23, and the facing surfaces of the side beams 30A and 30B, respectively. It is formed by supporting the concrete panel 34 by the fixed receiving materials 33, 33.
【0014】このような突出部5を具える階段Sは、そ
の前縁6(第2の辺縁)及び側縁7、7(第1の辺縁)
が柱ユニット2を用いて支持される。
The staircase S having such a protruding portion 5 has its front edge 6 (second side edge) and side edges 7, 7 (first side edge).
Are supported using the pillar unit 2.
【0015】柱ユニット2は、図1、図5、図6などに
示すように、例えば60mm角の角鋼管からなる2本の柱
体3、3を密に並べてだき合わせて溶接により固着して
なり、並べた方向X(図5に矢印Xで示す)の強度は、
60mm角の角鋼管1本の8倍(2の3乗)程度、それと
直角な方向Yの強度は2倍程度となるとともに、80mm
角の1本の角鋼管からなる柱体に比べて、全体として3
倍程度の強度の増大を図りうる。
As shown in FIG. 1, FIG. 5, FIG. 6, etc., the pillar unit 2 has two pillar bodies 3, 3 made of, for example, a square steel pipe of 60 mm square, arranged closely together and fixed by welding. And the intensity in the aligned direction X (indicated by arrow X in FIG. 5) is
It is about 8 times (2 to the power of 3) of a 60 mm square steel tube, and the strength in the direction Y perpendicular to it is about 2 times, and 80 mm
3 as a whole compared to a column made of one square steel tube
The strength can be doubled.
【0016】従って、このような柱ユニット2を用いる
ことにより、柱の本数を増すことなくしかも柱径を全周
に亘って大きくすることなく、前記階段Sの支持強度を
向上しうる。
Therefore, by using such a pillar unit 2, it is possible to improve the support strength of the stairs S without increasing the number of pillars and without increasing the diameter of the pillar over the entire circumference.
【0017】又前記前縁6(第2の辺縁)を支持する柱
ユニット2は、図1、図3に示すように、2本の前記柱
体3、3が前縁6に沿う方向に並べられて固着されると
ともに、該柱ユニット2の上端に、図5に示すように、
2本の柱体3、3を継いでこの柱体3、3上端に溶着さ
れる水平な受片36と、この受片36の後縁から立上が
る立片37とからなる受金具9を固着している。
The pillar unit 2 supporting the front edge 6 (second side edge) is, as shown in FIGS. 1 and 3, the two pillar bodies 3 and 3 in the direction along the front edge 6. As shown in FIG. 5, at the upper end of the pillar unit 2, while being aligned and fixed,
The receiving metal fitting 9 consisting of a horizontal receiving piece 36 that is welded to the upper ends of the two pillars 3 and 3 and is joined to the two pillars 3 and 3 and a standing piece 37 that rises from the rear edge of the receiving piece 36 is fixed doing.
【0018】前記受金具9は、前記前梁29の下のフラ
ンジ29Aを受片36上に載置しかつ両者をボルト止め
するとともに、前梁29のウエブ29Bを前記立片37
にボルト止めすることにより、前記前縁6を直接受けて
支持し、その支持強度をさらに向上しうる。なお受片3
6、立片37の何れか一方のみを前梁29にボルト止め
するだけでも、十分な支持強度が得られる。
In the receiving bracket 9, the flange 29A below the front beam 29 is placed on the receiving piece 36 and both are bolted together, and the web 29B of the front beam 29 is set into the standing piece 37.
By bolting to the front edge 6, the front edge 6 can be directly received and supported, and the support strength thereof can be further improved. Receiving piece 3
Sufficient support strength can be obtained by bolting only one of the upright piece 6 and the upright piece 37 to the front beam 29.
【0019】このとき前記柱体3、3を前縁6(第2の
辺縁)に沿う方向に並べて固着したため、踊場部22下
方に柱ユニット2を突出させることがなく、該踊場部2
2下方に十分な通路巾を確保できる。
At this time, since the pillars 3 and 3 are arranged and fixed in the direction along the front edge 6 (second side edge), the pillar unit 2 does not project below the landing section 22 and the landing section 2 is prevented.
2 A sufficient passage width can be secured below.
【0020】又前記側縁7(第1の辺縁)を支持する柱
ユニット2は、2本の前記柱体3、3が側縁7に沿う方
向(前後方向)に並べられて固着されるとともに、図
4、図6に示すように、柱ユニット2の各柱体3、3に
夫々ボルト止めされる取付片39と、この取付片39か
ら側梁30A(30B)にのびる垂直な連結片40と、
この連結片40の先端から直角に折曲がり前記側板21
a(23a)にボルト止めされる固定片41とを具える
連結金具42を用いて該側縁7に固定される。
Further, in the column unit 2 which supports the side edge 7 (first edge), the two column bodies 3 and 3 are arranged and fixed in a direction along the side edge 7 (front-back direction). In addition, as shown in FIGS. 4 and 6, a mounting piece 39 that is bolted to each of the pillar bodies 3 of the pillar unit 2 and a vertical connecting piece extending from the mounting piece 39 to the side beam 30A (30B). 40,
The side plate 21 is bent at a right angle from the tip of the connecting piece 40.
It is fixed to the side edge 7 by using a connecting fitting 42 having a fixing piece 41 bolted to a (23a).
【0021】なお連結金具42としては、図6に示され
るものに限定されず、例えば図7に示すようなZ金物な
ど、種々の形状の金具を採用しうる。
The connecting metal fitting 42 is not limited to that shown in FIG. 6, but metal fittings of various shapes such as a Z metal piece as shown in FIG. 7 can be adopted.
【0022】さらに側縁7支持用の前記柱ユニット2
は、図2、図4に示すように、階下(1階部)から立上
がり前記突出部5の側縁7に沿ってその近傍を上にのび
る袖壁パネル10の前端の垂直な縦枠材11を形成す
る。
Further, the pillar unit 2 for supporting the side edge 7
As shown in FIGS. 2 and 4, the vertical vertical frame member 11 at the front end of the sleeve wall panel 10 that rises from the lower floor (first floor) and extends upward along the side edge 7 of the projecting portion 5. To form.
【0023】すなわち袖壁パネル10は、前端に配した
前記縦枠材11と、前記前壁面Wの前記途切れ部C前方
に配した後端の垂直な縦枠材44と、縦枠材11、44
の上端、下端をつなぐ水平な上枠材45、下枠材46と
からなる矩形の周囲枠上面に、後方に向かって高さが増
す三角形状の上の枠体47を固着した枠組を具えるとと
もに、該枠組の両面に面材49A、49Bを添着してい
る。
That is, the sleeve wall panel 10 includes the vertical frame member 11 arranged at the front end, the vertical vertical frame member 44 at the rear end arranged in front of the interruption C of the front wall surface W, and the vertical frame member 11, 44
A frame is formed by fixing a triangular upper frame body 47 whose height increases rearward to the upper surface of a rectangular peripheral frame composed of a horizontal upper frame member 45 and a lower frame member 46 that connect the upper and lower ends of At the same time, face materials 49A and 49B are attached to both surfaces of the frame.
【0024】なお建込みにより前記側縁7に向く側の面
材49Aは、前記連結金具42、および上枠材45と下
枠材46をつなぐ垂直な中枠材50…を前記側板21a
(23a)に連結する取付金具51…の取付部分を残し
て予め袖壁パネル10の枠組に添着される場合の他、袖
壁パネル10を側縁7に固定したのちに面材49Aを後
貼りしてもよく、さらには面材49Aを介して袖壁パネ
ル10の縦枠材11、44、中枠材50…を側梁30A
(30B)に連結固定してもよい。
The face member 49A on the side facing the side edge 7 by the construction is the side plate 21a including the connecting metal fitting 42 and the vertical middle frame member 50 connecting the upper frame member 45 and the lower frame member 46.
In addition to the case where it is attached to the framework of the sleeve wall panel 10 in advance, leaving the mounting portion of the mounting bracket 51 connected to (23a), after the sleeve wall panel 10 is fixed to the side edge 7, the face material 49A is attached later. Alternatively, the vertical frame members 11 and 44 of the sleeve wall panel 10, the middle frame member 50, ...
It may be connected and fixed to (30B).
【0025】このように側縁7支持用の柱ユニット2
は、袖壁パネル10に内蔵されるため、外観を阻害せ
ず、見映えを高めるとともに、袖壁パネル10自体の強
度も向上しうる他、2本の柱体3、3を側縁7(第1の
辺縁)に沿う方向に並べて固着したため、袖壁パネル1
0の厚さを従来と同厚に維持できる。
In this way, the pillar unit 2 for supporting the side edge 7 is provided.
Since it is built in the sleeve wall panel 10, the appearance is not hindered, the appearance can be improved, and the strength of the sleeve wall panel 10 itself can be improved. In addition, the two pillars 3 and 3 are provided with side edges 7 ( The side wall panel 1 is fixed because it is fixed side by side in the direction along the first edge).
The thickness of 0 can be maintained at the same thickness as the conventional one.
【0026】又前記踊場部22の側縁7、7には、図
2、図4に示すように、手すり状の袖壁パネル53が連
結金物54…を用いて前記側梁30A、30Bに固定さ
れるとともに、前記前梁29の上面に、該袖壁パネル5
3と上端高さの揃う手すりパネル55が立設される。
As shown in FIGS. 2 and 4, handrail-shaped sleeve wall panels 53 are fixed to the side beams 30A and 30B on the side edges 7 and 7 of the landing section 22 by using connecting hardware 54. On the upper surface of the front beam 29, the sleeve wall panel 5
A handrail panel 55 having the same height as 3 is provided upright.
【0027】なお本発明の付属構築物支持構造におい
て、建物本体に取付けられる付属構築物は、階段Sの他
にも、バルコニー、階上廊下等の種々のものを採用でき
る。又前記突出部5の第1の辺縁は、必ずしも前壁面W
と直角でなくてもよく、第2の辺縁も前壁面Wと平行な
ものに限定されることはない。
In the accessory structure support structure of the present invention, the accessory structures attached to the building body can employ not only the stairs S but also various structures such as balconies and corridors. The first edge of the protrusion 5 is not necessarily the front wall surface W.
And the second edge is not limited to the one parallel to the front wall surface W either.
【0028】[0028]
【発明の効果】叙上の如く本発明の付属構築物支持構造
は、建物本体に取付けられる付属構築物を、角鋼管から
なる2本の柱体を密に並べて固着した柱ユニットにより
支持するため、柱ユニット自体の強度を柱体の並ぶ方向
に8倍、これと直角な方向に2倍ずつ夫々高めうる結
果、柱の本数を増したり、柱径を全周囲に亘って大きく
したりすることなく、簡易な構成で付属構築物の支持強
度を向上でき、付属構築物のバリエーションの展開及び
振れ防止対策を促進しうる。
As described above, according to the auxiliary structure supporting structure of the present invention, since the auxiliary structure attached to the building body is supported by the pillar unit in which two pillars made of square steel tubes are closely arranged and fixed, The strength of the unit itself can be increased 8 times in the direction in which the columns are lined up and 2 times in the direction perpendicular to this, respectively, and as a result, without increasing the number of columns or increasing the column diameter over the entire circumference, With a simple structure, it is possible to improve the support strength of the attached structure, promote variations of the attached structure, and promote shake prevention measures.
【0029】又請求項2の発明において、付属構築物の
建物本体から突出する突出部の第2の辺縁を、この第2
の辺縁に沿う方向に並べられた2本の柱体からなる前記
柱ユニットの上端に該2本の柱体を継いで固着した受金
具を用いて支持したときには、この受金具によって付属
構築物の第2の辺縁を直接受けて支持できるため、支持
強度をより一層向上しうるとともに、2本の柱体が前記
第2の辺縁に沿う方向に並べられているため、付属構築
物の突出部下方に、その第1の辺縁を通る十分な通路巾
を確保できる。
Further, in the invention of claim 2, the second edge of the projecting portion projecting from the building body of the attached structure is defined by the second edge.
When a support bracket, which is fixed by splicing and fixing the two pillars to the upper end of the pillar unit composed of two pillars arranged in the direction along the edge of, is supported by the bracket. Since the second edge can be directly received and supported, the supporting strength can be further improved, and since the two columns are arranged in the direction along the second edge, the lower part of the protruding portion of the auxiliary structure is formed. On the one hand, it is possible to secure a sufficient passage width that passes through the first edge.
【0030】さらに請求項3の発明において、付属構築
物の突出部の第1の辺縁を、2本の柱体が第1の辺縁に
沿う方向に並べられかつ袖壁パネルの縦枠材を形成する
前記柱ユニットにより支持したときには、支持強度を向
上しうる他にも、袖壁パネルに柱ユニットが内蔵される
こととなるため、外観上、この柱ユニットが目立つこと
がなく、見映えを高めうるとともに、袖壁パネル自体の
強度も柱ユニットを縦枠材として用いたため向上でき、
しかもこの強度の向上にもかかわらず、2本の柱体が第
2の辺縁に沿う方向に並べられているため、袖壁パネル
の厚さの増大を防ぎうる。
Further, in the invention of claim 3, the first edge of the projecting portion of the accessory structure has two pillars arranged in a direction along the first edge, and a vertical frame member of the sleeve wall panel is provided. When it is supported by the pillar unit to be formed, in addition to improving the supporting strength, the pillar unit is built in the sleeve wall panel, so this pillar unit does not stand out from the outside, and it looks good. In addition to being able to increase the strength, the strength of the sleeve wall panel itself can also be improved by using the column unit as the vertical frame material,
Moreover, despite the improvement in the strength, since the two pillars are arranged in the direction along the second edge, it is possible to prevent the thickness of the sleeve wall panel from increasing.
【図面の簡単な説明】[Brief description of the drawings]
【図1】本発明の実施の形態の一例を示す斜視図であ
る。
FIG. 1 is a perspective view showing an example of an embodiment of the present invention.
【図2】その側面図である。FIG. 2 is a side view thereof.
【図3】その平面図である。FIG. 3 is a plan view thereof.
【図4】付属構築物の突出部を拡大して示す部分平面図
である。
FIG. 4 is a partial plan view showing, on an enlarged scale, a protruding portion of the attached construct.
【図5】受金具を例示する部分斜視図である。FIG. 5 is a partial perspective view illustrating a receiving bracket.
【図6】側縁を支持する柱ユニットを例示する部分斜視
図である。
FIG. 6 is a partial perspective view illustrating a column unit that supports a side edge.
【図7】柱ユニットと突出部の側縁とを連結する連結金
具の他の形態を示す斜視図である。
FIG. 7 is a perspective view showing another form of a connecting fitting for connecting the pillar unit and the side edge of the protruding portion.
【符号の説明】[Explanation of symbols]
2 柱ユニット 3 柱体 5 突出部 9 受金具 10 袖壁パネル 11 縦枠材 A 建物本体 B 付属構築物 W 前壁面 2 Pillar unit 3 Pillar body 5 Projection part 9 Receiving metal fitting 10 Sleeve wall panel 11 Vertical frame material A Building body B Attached structure W Front wall surface

Claims (3)

    【特許請求の範囲】[Claims]
  1. 【請求項1】建物本体に取付けられる付属構築物を、角
    鋼管からなる2本の柱体を密に並べて固着した柱ユニッ
    トにより支持することを特徴とする付属構築物支持構
    造。
    1. An accessory structure support structure, wherein an accessory structure attached to a building body is supported by a pillar unit in which two pillars made of square steel tubes are closely arranged and fixed.
  2. 【請求項2】前記付属構築物は、建物本体から突出する
    とともに建物本体の前壁面と交わる向きにのびる第1の
    辺縁と、この第1の辺縁と交わる向きにのびる第2の辺
    縁とを有する突出部を具え、前記第2の辺縁を支持する
    柱ユニットは、2本の柱体が第2の辺縁に沿う方向に並
    べられるとともに、柱ユニットの上端に2本の柱体を継
    いで固着した受金具を用いて前記付属構築物を支持する
    ことを特徴とする請求項1記載の付属構築物支持構造。
    2. The adjunct structure has a first side edge protruding from the building body and extending in a direction intersecting with a front wall surface of the building body, and a second edge extending in a direction intersecting with the first side edge. The pillar unit supporting the second edge is provided with two protrusions arranged in a direction along the second edge, and two pillars are provided at the upper end of the pillar unit. The auxiliary structure support structure according to claim 1, wherein the auxiliary structure is supported by using a bracket that is fixed in succession.
  3. 【請求項3】前記付属構築物は、建物本体から突出する
    とともに建物本体の前壁面と交わる向きにのびる第1の
    辺縁と、この第1の辺縁と交わる向きにのびる第2の辺
    縁とを有する突出部を具え、前記第1の辺縁を支持する
    柱ユニットは、2本の前記柱体が第1の辺縁に沿う方向
    に並べられかつ階下から立上がり前記第1の辺縁に沿っ
    てその近傍を上にのびる袖壁パネルの縦枠材を形成する
    ことを特徴とする請求項1記載の付属構築物支持構造。
    3. The attached structure includes a first edge extending in a direction projecting from the building body and intersecting with a front wall surface of the building body, and a second edge extending in a direction intersecting with the first edge. A pillar unit that includes a protrusion having a first edge is arranged in a direction in which the two pillars are arranged in a direction along the first edge, and rises from a downstairs along the first edge. 2. The auxiliary structure support structure according to claim 1, wherein a vertical frame material of the sleeve wall panel is formed so as to extend upward in the vicinity thereof.
JP7339081A 1995-12-26 1995-12-26 Structure for supporting attached construction Pending JPH09177169A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7339081A JPH09177169A (en) 1995-12-26 1995-12-26 Structure for supporting attached construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7339081A JPH09177169A (en) 1995-12-26 1995-12-26 Structure for supporting attached construction

Publications (1)

Publication Number Publication Date
JPH09177169A true JPH09177169A (en) 1997-07-08

Family

ID=18324083

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7339081A Pending JPH09177169A (en) 1995-12-26 1995-12-26 Structure for supporting attached construction

Country Status (1)

Country Link
JP (1) JPH09177169A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106121043A (en) * 2016-08-25 2016-11-16 中冶建筑研究总院有限公司 A kind of two-tube coupled column with energy-dissipating and shock-absorbing effect and construction method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106121043A (en) * 2016-08-25 2016-11-16 中冶建筑研究总院有限公司 A kind of two-tube coupled column with energy-dissipating and shock-absorbing effect and construction method
CN106121043B (en) * 2016-08-25 2019-04-26 中冶建筑研究总院有限公司 A kind of two-tube coupled column and construction method with energy-dissipating and shock-absorbing effect

Similar Documents

Publication Publication Date Title
JPH102018A (en) Building unit, unit building, and its constructing method
US20030126820A1 (en) Joist reinforcing bracket
JP2001048455A (en) Support structure of long escalator and moving walk
JPH06136940A (en) Form panel
JP3367011B2 (en) Seismic retrofit method for existing buildings
JP2001049874A (en) Earthquake-resistant reinforcing construction method and structure of existing structure
RU2247812C2 (en) Reinforced concrete building frame having no collar beams and capitals
JPH08189078A (en) Structure of house attached part
JP2004169383A (en) Spiral staircase fitting structure of unit building and construction method using the spiral staircase fitting structure
JPH10331437A (en) Earthquake resistant reinforcing construction for existing beam and column
JPH0755214Y2 (en) Beam brace mounting bracket
JP3854106B2 (en) How to build a wooden house
JP3959018B2 (en) Balcony floor panel fixed structure and unit building
JP2010163747A (en) Unit building
JP3414485B2 (en) Building unit
JP2012167462A (en) Joint member, joint structure using the same, and steel-frame building
JP2005256366A (en) Panel mounting bracket
JP3384784B2 (en) Garage deck
JP2004197406A (en) Building method of building by framework building construction method
JP3842590B2 (en) Housing exterior wall structure
JPH09242374A (en) Frame structure with vibration-control damper supported by eccentric bracing
JP2020070613A (en) Exterior wall panel joint structure and building
JP3843161B2 (en) Piloti
JP2019105032A (en) Built-up stair
JPH0625534Y2 (en) Roof structure

Legal Events

Date Code Title Description
A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20021217