JPS6252102B2 - - Google Patents
Info
- Publication number
- JPS6252102B2 JPS6252102B2 JP56033149A JP3314981A JPS6252102B2 JP S6252102 B2 JPS6252102 B2 JP S6252102B2 JP 56033149 A JP56033149 A JP 56033149A JP 3314981 A JP3314981 A JP 3314981A JP S6252102 B2 JPS6252102 B2 JP S6252102B2
- Authority
- JP
- Japan
- Prior art keywords
- front beam
- building
- pillars
- pair
- erected
- 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
Links
Landscapes
- Steps, Ramps, And Handrails (AREA)
Description
【発明の詳細な説明】
この発明は、組立式バルコニーに係り、特に地
面あるいはこの地面に設けられたコンクリート基
礎やテラスに支柱を立設してこの支柱と建物の壁
面との間に形成される組立式バルコニーに関す
る。[Detailed Description of the Invention] The present invention relates to a prefabricated balcony, in particular, a sectional balcony that is formed between the pillars and the wall of a building by erecting pillars on the ground or on a concrete foundation or terrace provided on the ground. Regarding sectional balconies.
従来のこの種のバルコニーとしては、建物から
所定の間隔をおいて立設される複数の支柱と、こ
れら支柱のうちで左右両側に位置する一対の支柱
と建物の壁面との間に略水平に架設される左右一
対の側梁と、上記各支柱間に架設される前梁と、
この前梁と建物の壁面との間に互いに所定の間隔
をおいて架設される多数の根太と、これらの根太
の上面に敷設されるデツキ材と、笠木と柵ユニツ
トとで構成されて上記側梁及び側梁に沿つて立設
される手摺柵とからなるものがある。しかしなが
ら、従来のこの種のバルコニーにおいては、各支
柱間を一本の前梁で連結しているだけなので、こ
の前梁の両端を連結材で各支柱に強固に連結して
も各支柱の横揺れを完全に防止することは難かし
く、又、この前梁と建物の壁面との間に架設され
る根太もその両端が固定されるだけであるから歩
行時に部分的に荷重が集中するとその部分が撓つ
て上下に揺れ、特にデツキ中央部分においては両
端のみが各支柱に結合されているにすぎない前梁
の撓りと相俟つて上下の揺れが大きくなり、歩行
した際に横揺れや上下の揺れが生じて不安感を与
えるという問題があり、特にこの問題はバルコニ
ーの奥行きを大きくした場合に顕著になる。この
ような問題を解決する手段として支柱、側梁、前
梁、根太等特に前梁や根太の断面積を大きくする
ことも考えられるが、かかる場合には材料費が嵩
み、コストが高くなりすぎるという問題が生じ
る。 Conventional balconies of this type consist of a plurality of pillars erected at predetermined intervals from the building, and a pair of pillars located on both the left and right sides of these pillars, which are installed almost horizontally between the building walls. A pair of left and right side beams to be erected, a front beam to be erected between each of the above-mentioned supports,
It consists of a large number of joists installed at predetermined intervals between the front beam and the wall of the building, decking material laid on top of these joists, and a cap and fence unit. Some consist of a beam and a handrail fence erected along the side beam. However, in conventional balconies of this type, each support is only connected by a single front beam, so even if both ends of this front beam are firmly connected to each support with connecting materials, the sides of each support It is difficult to completely prevent shaking, and since the joists installed between the front beam and the wall of the building are only fixed at both ends, if the load is concentrated in one area when walking, it may cause damage to that part. The deck flexes and shakes up and down, and especially in the central part of the deck, the vertical sway increases due to the flexure of the front beam, which is only connected to each support at both ends. There is a problem in that swaying occurs, giving a sense of unease, and this problem becomes especially noticeable when the depth of the balcony is increased. One possible solution to this problem is to increase the cross-sectional area of the columns, side beams, front beams, joists, etc., especially the front beams and joists, but in this case, the material costs will increase and the cost will increase. The problem arises that it is too much.
この発明は、かかる問題に鑑み、各支柱を前梁
よりも建物側に位置させて立設すると共に各支柱
間には補強梁を架設し、両端部が夫々建物の壁面
と前梁とに取付けられる各根太の中間部を上記補
強梁で支承するようにして上記問題点を一挙に解
決することができると共に、支柱をできるだけ建
物側に近づけて設置場所、特にその奥行きを最小
限にとどめ、同時にバルコニーの面積、特にその
奥行きを大きくすることができる組立式バルコニ
ーの補強構造を提供するものである。 In view of this problem, the present invention erects each support column so as to be located closer to the building than the front beam, and also constructs a reinforcing beam between each support column, with both ends attached to the wall of the building and the front beam, respectively. By supporting the intermediate part of each joist with the reinforcing beam, the above problems can be solved all at once, and the installation location, especially the depth, can be minimized by keeping the support as close to the building side as possible. To provide a reinforcing structure for a prefabricated balcony, which can increase the area of the balcony, especially its depth.
以下、添付図面に示す実施例に基づいて、本発
明を詳細に説明する。 Hereinafter, the present invention will be described in detail based on embodiments shown in the accompanying drawings.
第1図ないし第3図において、この発明の実施
例に係る組立式バルコニーの補強構造が示されて
いる。この組立式バルコニーは、建物の壁面1か
ら所定の間隔dをおいて立設される一対の支柱2
と、所定の高さ位置においてこれらの支柱2と壁
面1との間に略水平に架設される左右一対の側梁
3と、これら側梁3が取付けられた高さと同じ高
さ位置において上記一対の支柱1間に略水平に架
設されると共に両端部4aが夫々アール状に折曲
されて各支柱1よりも前方に張り出す前梁4と、
上記一対の支柱1間に架設されると共に上面が側
梁3や前梁4の上面よりも下方に位置する補強梁
19と、上記前梁4と壁面1との間に互いに所定
の間隔をおいて架設されると共に中間部が上記補
強梁19の上面によつて支承される多数の根太5
と、これらの根太5の上面に敷設されるデツキ材
6と、二種類の笠木8,9と二種類の柵ユニツト
10,11とで構成されて上記側梁3及び前梁4
に沿つて立設される手摺柵7とからなり、上記前
梁4に沿つて立設される手摺柵7の一方の笠木8
及び柵ユニツト10については一本の笠木8の両
端部8aを上記前梁4と同様にアール状に折曲し
て形成されていると共に一対の柵ユニツト10の
一端部10aをアール状に折曲して形成されてい
る。 1 to 3, a reinforcing structure for a prefabricated balcony according to an embodiment of the present invention is shown. This prefabricated balcony consists of a pair of pillars 2 that are erected at a predetermined distance d from the wall surface 1 of the building.
A pair of left and right side beams 3 are installed approximately horizontally between these supports 2 and the wall surface 1 at predetermined height positions, and the above-mentioned pair of side beams 3 are installed at the same height as the side beams 3. A front beam 4 is installed substantially horizontally between the pillars 1, and has both ends 4a bent in a rounded shape and extends forward from each pillar 1;
A reinforcing beam 19 is installed between the pair of pillars 1 and has an upper surface located below the upper surfaces of the side beams 3 and front beam 4, and a predetermined distance is provided between the front beam 4 and the wall surface 1. A large number of joists 5 are constructed with a plurality of joists 5, and the middle part is supported by the upper surface of the reinforcing beam 19.
The above-mentioned side beam 3 and front beam 4 are made up of a deck material 6 laid on the upper surface of these joists 5, two types of caps 8, 9, and two types of fence units 10, 11.
and a handrail fence 7 erected along the front beam 4, one of the caps 8 of the handrail fence 7 erected along the front beam 4.
The fence unit 10 is formed by bending both ends 8a of a single capsagi 8 into a rounded shape similar to the front beam 4, and one end 10a of the pair of fence units 10 is bent into a rounded shape. It is formed by
上記支柱2は、断面矩形の角パイプで形成され
ており、その下端部が地面あるいはこの地面に設
けられたコンクリート基礎やテラスに埋設して固
定されていると共にその上部が上記手摺柵7の支
柱を兼ねている。これらの支柱2と建物の壁面1
との間に架設される側梁3は、垂直部の上端及び
下端寄りに内方に向けて突出するフランジ部18
a,18bを有すると共に下端には内向き突縁を
有する断面略コ字状に形成されたアルミニウム押
出し型材からなり、第4図及び第5図に示すよう
に、その一端はコーチスクリユー12により木製
のスペーサ13を介して壁面1に略平行に取付け
られた断面略L字状の打付14に連結材15を介
して結合され、又、他端は支柱2の背面に連結材
16を介して結合されている。又、一対の支柱2
間に架設される前梁4は、上記側梁3と同様にフ
ランジ部18a,18cと内向き突縁とを有して
同じ断面形状を有するアルミニウム押出し型材か
らなり、その両端部4aが所定の曲率半径を持つ
て共に同じ方向へ略90゜折曲されていて平面略々
コ字状に形成されており、第5図及び第6図に示
すように、その両端は連結材17を介して各支柱
2の前面に結合されている。 The pillar 2 is formed of a square pipe with a rectangular cross section, and its lower end is buried and fixed in the ground or a concrete foundation or terrace provided on the ground, and its upper part is a support for the handrail fence 7. It also serves as These pillars 2 and the building wall 1
The side beam 3 constructed between the side beam 3 has flange portions 18 that protrude inward toward the upper and lower ends of the vertical portion.
a, 18b, and an inward protruding edge at the lower end. As shown in FIGS. 4 and 5, one end of the material is formed by a coach screw 12 It is connected via a connecting member 15 to a mounting 14 having a substantially L-shaped cross section that is attached approximately parallel to the wall surface 1 through a wooden spacer 13, and the other end is connected to the back surface of the support column 2 via a connecting member 16. are combined. Also, a pair of pillars 2
The front beam 4 installed between them is made of an extruded aluminum material having flanges 18a, 18c and an inward protruding edge and having the same cross-sectional shape as the side beams 3, and both ends 4a of the front beam 4 are shaped like the side beams 3. It has a radius of curvature and is bent approximately 90 degrees in the same direction, forming a substantially U-shape in plan, and as shown in FIGS. 5 and 6, both ends are connected via a connecting member 17. It is connected to the front surface of each pillar 2.
上記一対の支柱2間に架設される補強梁19
は、第5図ないし第7図に示すように、断面縦長
の長方形状を有する角パイプで形成されており、
その上面は上記側梁3及び前梁4の下方のフラン
ジ部18bと略同一レベルになつており、更に各
支柱2への結合は各支柱2の相対向する側面に略
コ字状に形成した連結材20を取付け、この連結
材20の両脚部を補強梁19の端部開口内に差し
込み、この補強梁19の端部と連結材20の両脚
部を貫通するボルトとナツトとによつて行なわ
れ、補強梁19の両端が各支柱2の相対向する側
面に突合せ状に結合されている。上記前梁4と壁
面1との間に互いに所定の間隔をおいて架設され
る多数の根太5は、第8図及び第9図に示すよう
に、上面長手方向両側に沿つて上方向けて突出す
る立上り部を有する断面略矩形状の角パイプで形
成されており、その一端は前梁4の下方のフラン
ジ部18b上面にボルトナツトで結合され、又、
その他端は壁面1に取付けた上記打付14の水平
部分の上面にボルトナツトで結合されており、
又、その中間部が上記補強梁19の上面で支承さ
れるようになつている。これら根太5の上面に敷
設されるデツキ材6は、これら根太5に対して略
直角方向に延び、その両端部が左右一対の側梁3
又はアール状に折曲げられた前梁4の両端部4a
の上方のフランジ部18aの下面側に差し込ま
れ、適当な位置で根太5に固定されている。 Reinforcement beam 19 installed between the pair of pillars 2
As shown in FIGS. 5 to 7, it is formed of a square pipe with a vertically elongated rectangular cross section.
Its upper surface is approximately at the same level as the lower flange portion 18b of the side beam 3 and front beam 4, and the connection to each column 2 is formed in a substantially U-shape on the opposing sides of each column 2. The connecting member 20 is attached, both legs of the connecting member 20 are inserted into the end openings of the reinforcing beam 19, and bolts and nuts passing through the end of the reinforcing beam 19 and both legs of the connecting member 20 are used. Both ends of the reinforcing beam 19 are butt-connected to opposing sides of each support 2. As shown in FIGS. 8 and 9, a large number of joists 5 installed between the front beam 4 and the wall surface 1 at predetermined intervals protrude upward along both sides in the longitudinal direction of the upper surface. It is formed of a square pipe with a substantially rectangular cross section having a rising portion, one end of which is connected to the upper surface of the lower flange portion 18b of the front beam 4 with a bolt nut, and
The other end is connected to the upper surface of the horizontal part of the bolt 14 attached to the wall surface 1 with a bolt nut,
Further, the intermediate portion thereof is supported by the upper surface of the reinforcing beam 19. The decking material 6 laid on the upper surface of these joists 5 extends in a direction substantially perpendicular to these joists 5, and both ends thereof are attached to a pair of left and right side beams.
Or both ends 4a of the front beam 4 bent in a rounded shape
It is inserted into the lower surface side of the upper flange portion 18a and fixed to the joist 5 at an appropriate position.
前梁4の上方に位置する手摺柵7の笠木8は、
第10図に示すように、この手摺柵7の支柱を兼
ねる各支柱2の上端にフラケツト21により結合
されており、又、側梁3の上方に位置する手摺柵
7の笠木9は、第11図に示すように、建物の壁
面1に取付けられたブラケツト22と連結パイプ
23とによつて壁面1に結合されており、更に、
一方の笠木8の中間部分及び他方の笠木9の壁面
1寄りの部分が断面矩形の角パイプで形成されて
いると共に補助支柱受25を介して上記前梁4及
び側梁3の上面に立設されている補助支柱24の
上端に結合されている。手摺柵7を構成する柵ユ
ニツト10,11は、第1図及び第3図に示すよ
うに、上弦材28と、下弦材29及びこれらの上
弦材28と下弦材29との間に上下方向に架設さ
れた多数の手摺子30とによつて構成されてお
り、第10図及び第11図に示すように、手摺柵
7の支柱を兼ねる各支柱2の上部側面及び補助支
柱24の側面に取付ブラケツト31を介して上弦
材28及び下弦材29の両端を結合することによ
り取付けられている。尚、手摺柵7としてはこれ
に限定されるものではなく、笠木と上弦材とが一
体になつていて手摺子の上端が直接笠木に結合さ
れているもの、下弦材が側梁や前梁と一体的に形
成されているもの、上弦材や下弦材が省略されて
いて手摺子が笠木と側梁や前梁との間に直接架設
されているもの等であつてもよい。 The cap 8 of the handrail fence 7 located above the front beam 4 is
As shown in FIG. 10, the upper end of each post 2, which also serves as a support for the handrail fence 7, is connected by a bracket 21, and the cap 9 of the handrail fence 7 located above the side beam 3 is connected to the 11th As shown in the figure, it is connected to the wall surface 1 by a bracket 22 and a connecting pipe 23 attached to the wall surface 1 of the building, and furthermore,
The middle part of one cap 8 and the part near the wall 1 of the other cap 9 are formed of square pipes with a rectangular cross section, and are erected on the upper surfaces of the front beam 4 and side beam 3 via auxiliary support supports 25. The upper end of the auxiliary support column 24 is connected to the upper end of the auxiliary support column 24. As shown in FIGS. 1 and 3, the fence units 10 and 11 constituting the handrail fence 7 include an upper chord member 28, a lower chord member 29, and a structure in which the upper chord member 28 and the lower chord member 29 are arranged in the vertical direction. As shown in FIGS. 10 and 11, it is attached to the upper side of each column 2 that also serves as a column for the handrail fence 7, and to the side of the auxiliary column 24. It is attached by connecting both ends of the upper chord member 28 and the lower chord member 29 via a bracket 31. Note that the handrail fence 7 is not limited to this, and may include one in which the cap and the upper chord are integrated and the upper end of the handrail is directly connected to the cap, and the lower chord is connected to the side beam or front beam. It may be integrally formed, or it may be such that the upper chord member and lower chord member are omitted and the balustrade is directly installed between the cap and the side beam or front beam.
又、上記実施例において、前梁4の上面に補助
支柱24を立設する補助支柱受25は、第8図に
示すように、前梁4の前壁前面に結合される一方
の脚部26aと根太5の上面に結合される他方の
脚部26bとを有し、前梁4をその上方から覆う
ように取付けられており、その上面には上記補助
支柱24の下端に差し込まれてこの補助支柱24
の下端に結合される立上り片27が形成されてい
る。又、側梁3の上面に補助支柱24を立設する
補助支柱受25は、上記前梁4に取付けられた補
助支柱受25と全く同じ形状に形成されており、
第4図に示すように、この補助支柱受25の他方
の脚部26bは側梁3の一端を打付14に連結す
る連結材15の上面に固定されており、又、デツ
キ材6を敷設する際に支柱2や補助支柱24が邪
魔になるので、これらの位置においてデツキ材6
を切欠いて逃げているが、デツキ材6の敷設後に
これらの切欠きが露出するため、各支柱2や補助
支柱24に取付けられたデツキ押え32によりデ
ツキ材6の切欠きをカバーしている。 Further, in the above embodiment, the auxiliary column support 25 on which the auxiliary column 24 is erected on the upper surface of the front beam 4 has one leg 26a connected to the front wall of the front wall of the front beam 4, as shown in FIG. and the other leg portion 26b that is connected to the upper surface of the joist 5, and is attached to cover the front beam 4 from above. Post 24
A rising piece 27 is formed to be connected to the lower end of the holder. Further, the auxiliary column support 25 for erecting the auxiliary column 24 on the upper surface of the side beam 3 is formed in exactly the same shape as the auxiliary column support 25 attached to the front beam 4.
As shown in FIG. 4, the other leg portion 26b of this auxiliary column support 25 is fixed to the upper surface of a connecting member 15 that connects one end of the side beam 3 to the nailing 14, and the decking material 6 is laid. Since the pillars 2 and auxiliary pillars 24 will get in the way when
However, since these notches are exposed after the decking material 6 is laid, the notches in the decking material 6 are covered by the decking holders 32 attached to each pillar 2 and the auxiliary pillar 24.
尚、上記実施例においては、前梁4の両端部を
アール状に折曲して一対の支柱2間に架設するこ
とにより、各支柱2が前梁4よりも建物側に位置
するようにしているが、これに限定されるもので
はなく、左右一対の側梁をその中間位置で各支柱
と結合させることにより各支柱を前梁より建物側
に位置させるようにしてもよく、又、一本の前梁
4の両端部をアール状に折曲して一対の支柱2間
に架設するようにしているが、長さの長いバルコ
ニーを形成する場合において一対の支柱2では支
持しきれないような場合には、支柱2の数を3本
以上として前梁4の数も2本以上とすることがで
き、この場合には左右両側に位置した一対の支柱
に結合される前梁の一端部のみをアール状に折曲
して中間に位置する支柱については左右両側に位
置する一対の支柱より前方に位置させてもよい。
又、各支柱2の上部を手摺柵7の支柱に兼用して
いるが、各支柱2の高さを側梁3や前梁4までと
してこれら側梁3や前梁4の上面に手摺柵7の支
柱となる複数の補助支柱24を立設することもで
きる。 In the above embodiment, both ends of the front beam 4 are bent into a rounded shape and installed between the pair of columns 2, so that each column 2 is located closer to the building than the front beam 4. However, the present invention is not limited to this, and each support may be positioned closer to the building than the front beam by connecting a pair of left and right side beams to each support at an intermediate position. Both ends of the front beam 4 of the front beam 4 are bent into a rounded shape to be installed between a pair of pillars 2, but when forming a long balcony, there are cases where the front beam 4 cannot be supported by a pair of pillars 2. In this case, the number of columns 2 can be three or more and the number of front beams 4 can also be two or more. In this case, only one end of the front beam is connected to a pair of columns located on both left and right sides. The pillar may be bent into a rounded shape, and the pillar located in the middle may be positioned in front of the pair of pillars located on both the left and right sides.
In addition, the upper part of each post 2 is also used as a post for the handrail fence 7, but the height of each post 2 is set to the side beam 3 and front beam 4, and the handrail fence 7 is placed on the top surface of these side beams 3 and front beam 4. It is also possible to erect a plurality of auxiliary supports 24 that serve as supports for the vehicle.
以上の通り、この発明に係る組立式バルコニー
の補強構造は、左右両側に位置した一対の支柱に
結合される前梁の一端部又は両端部を夫々アール
状に折曲し、上記各支柱を前梁よりも建物側に位
置させて立設すると共に各支柱間には補強梁を架
設し、両端部が夫々建物の壁面と前梁とに取付け
られる各根太の中間部を上記補強梁で支承してい
るので、各支柱は前梁と補強梁の二本の梁で連結
されていることになり、各支柱間の連結が著るし
く強固になつて各支柱の横揺れを完全に防止でき
るものであり、しかも、両端部が夫々建物の壁面
と前梁とに取付けられる各根太の中間部が上記補
強梁で支承されているので、たとえばバルコニー
の奥行きが大きくなつて長い根太が使用されても
歩行時に上下に揺れることもない。それ故、歩行
時に横揺れや上下の揺れが生じて不安感を与える
というようなことが全くなく、支柱、側梁、横梁
あるいは根太等の断面積を大きくすることなくバ
ルコニーの面積、特に奥行きを大きくすることが
でき、材料費の大巾な節約になる。 As described above, the reinforcing structure of the prefabricated balcony according to the present invention is such that one end or both ends of the front beam connected to a pair of pillars located on both left and right sides are bent in a rounded shape, and each of the pillars is connected to the front beam. The reinforcement beams are erected so as to be located closer to the building than the beams, and a reinforcing beam is erected between each support, and the middle part of each joist, whose ends are attached to the building wall and the front beam, is supported by the reinforcing beam. Therefore, each column is connected by two beams, the front beam and the reinforcement beam, and the connection between each column is extremely strong and can completely prevent each column from rolling. Moreover, since the middle part of each joist, whose ends are attached to the building wall and the front beam, is supported by the reinforcing beam, for example, even if the depth of the balcony increases and long joists are used, It does not sway up and down when walking. Therefore, there is no lateral sway or vertical sway when walking, which causes a sense of uneasiness. It can be made larger, resulting in huge savings in material costs.
加えて、バルコニーの奥行きを大きくしても各
支柱と建物の壁面との間隔があまり大きくなら
ず、支柱をテラスに立設する場合においてこのテ
ラスの奥行きが比較的小さくてもテラスの奥行き
に制限されることなく奥行きのあるバルコニーを
設計することができるほか、各支柱の位置が建物
側に接近するため各支柱が下の階の窓からの視界
を狭めたり視界の妨げになることが少くなるもの
である。 In addition, even if the depth of the balcony is increased, the distance between each pillar and the wall of the building does not become very large, and when the pillars are installed on a terrace, the depth of the terrace is limited even if the depth of this terrace is relatively small. In addition to being able to design deep balconies without being overly crowded, each pillar is positioned closer to the building side, so each pillar is less likely to narrow or obstruct the view from the windows on the floor below. It is something.
しかも、上記実施例においては、左右両側に位
置した一対の支柱に結合される前梁の一端部又は
両端部をアール状に折曲しているので、前梁の端
部を各支柱に突き合せて連結材により連結するこ
とができるほか各側梁の前端と前梁の両端とを結
合するための手段等が不要になり、又、手摺柵に
ついてもその笠木及び柵ユニツトの一端部又は両
端部がアール状に折曲されているので、手摺柵の
コーナー部分において連結手段や固定手段が不要
になり、これらの結合手段、連結手段あるいは固
定手段のために部品点数が著るしく増加すること
もなく、取付施工が容易でコストも低廉になるほ
か、構造も強固になるものである。 Moreover, in the above embodiment, one end or both ends of the front beam connected to the pair of columns located on both the left and right sides are bent in a rounded shape, so that the ends of the front beam are butted against each column. In addition, the front end of each side beam and both ends of the front beam can be connected by a connecting material, and there is no need for a means to connect the front end of each side beam and both ends of the front beam. Since it is bent into a radius, there is no need for connecting means or fixing means at the corners of the handrail fence, and the number of parts required for these connecting means, connecting means or fixing means increases significantly. It is easy to install, inexpensive, and has a strong structure.
第1図はこの発明の実施例に係る組立式バルコ
ニーの全体を示す正面図、第2図はデツキ材及び
手摺柵の一部を切欠いた第1図の拡大平面図、第
3図は第2図の―線断面概略図、第4図はデ
ツキ材を省略して示した第3図A部分の拡大図、
第5図は根太及びデツキ材を除いて示す第2図の
V―V線拡大断面図、第6図は第5図の―線
断面図、第7図は第6図の―線断面図、第8
図は第3図の―線拡大断面図、第9図は第8
図の―線断面図、第10図は手摺柵を示す第
1図の―線断面拡大図、第11図は手摺柵を
示す第2図のXI―XI線断面拡大図である。
1……建物の壁面、2……支柱、3……側梁、
4……前梁、5……根太、6……デツキ材、4a
……前梁の端部、7……手摺柵、8,9……笠
木、10,11……柵ユニツト、d……間隔、1
9……補強梁。
FIG. 1 is a front view showing the entire prefabricated balcony according to an embodiment of the present invention, FIG. 2 is an enlarged plan view of FIG. 4 is an enlarged view of part A in FIG. 3 with the decking material omitted,
Fig. 5 is an enlarged sectional view taken along the line V-V in Fig. 2 excluding the joists and decking material, Fig. 6 is a sectional view taken along the - - line in Fig. 5, Fig. 7 is a sectional view taken along the - line in Fig. 6, 8th
The figure is an enlarged sectional view taken along the - line in Figure 3, and Figure 9 is an enlarged cross-sectional view of Figure 8.
Fig. 10 is an enlarged cross-sectional view taken along the line - - of Fig. 1 showing the handrail fence, and Fig. 11 is an enlarged cross-sectional view taken along the line XI--XI of Fig. 2 showing the handrail fence. 1... Wall of the building, 2... Pillar, 3... Side beam,
4...Front beam, 5...Joist, 6...Deck material, 4a
... End of front beam, 7 ... Handrail fence, 8, 9 ... Kasagi, 10, 11 ... Fence unit, d ... Spacing, 1
9...Reinforcement beam.
Claims (1)
の支柱と、これらの支柱のうちで左右両側に位置
する一対の支柱と建物の壁面との間に略水平に架
設される左右一対の側梁と、これらの側梁と同じ
高さで上記各支柱間に略水平に架設される前梁
と、この前梁と建物の壁面との間に互いに所定の
間隔を維持して架設される複数の根太と、これら
根太の上面に敷設されるデツキ材と、上記一対の
側梁及び上記前梁に沿つて立設される手摺柵とか
らなる組立式バルコニーにおいて、上記各支柱を
前梁よりも建物側に位置させて立設すると共に各
支柱間には補強梁を架設し、両端部が夫々建物の
壁面と前梁とに取付けられる各根太の中間部を上
記補強梁で支承したことを特徴とする組立式バル
コニーの補強構造。1 A plurality of pillars erected from a building at a predetermined interval, and a pair of left and right sides installed approximately horizontally between a pair of pillars located on both the left and right sides of these pillars and the wall of the building. A beam, a front beam that is installed approximately horizontally between the above-mentioned supports at the same height as these side beams, and a plurality of front beams that are installed while maintaining a predetermined distance from each other between the front beam and the wall of the building. In a prefabricated balcony consisting of joists, decking material laid on the top surface of these joists, and a handrail fence erected along the pair of side beams and the front beam, each of the above-mentioned supports is placed higher than the front beam. It is characterized by being located on the building side and erected, and reinforcing beams are erected between each support, and the middle part of each joist, whose both ends are attached to the wall surface of the building and the front beam, is supported by the reinforcing beam. Reinforcement structure for prefabricated balconies.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3314981A JPS57151743A (en) | 1981-03-10 | 1981-03-10 | Reinforcing structure of prefabricated type balcony |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3314981A JPS57151743A (en) | 1981-03-10 | 1981-03-10 | Reinforcing structure of prefabricated type balcony |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS57151743A JPS57151743A (en) | 1982-09-18 |
| JPS6252102B2 true JPS6252102B2 (en) | 1987-11-04 |
Family
ID=12378517
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3314981A Granted JPS57151743A (en) | 1981-03-10 | 1981-03-10 | Reinforcing structure of prefabricated type balcony |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS57151743A (en) |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5639044Y2 (en) * | 1977-01-31 | 1981-09-11 | ||
| JPS5655361Y2 (en) * | 1977-06-09 | 1981-12-24 | ||
| JPS54142919U (en) * | 1978-03-22 | 1979-10-04 | ||
| JPS5820726Y2 (en) * | 1978-04-12 | 1983-04-30 | 新日軽住宅建材株式会社 | Balcony beam |
| JPS5817845Y2 (en) * | 1978-09-14 | 1983-04-11 | 三協アルミニウム工業株式会社 | veranda/balcony |
| IT8024122A0 (en) * | 1979-08-20 | 1980-08-12 | Gen Electric | FOUNDRY FORMS, TREATMENT COMPOSITIONS AND RELATED PREPARATION METHODS. |
-
1981
- 1981-03-10 JP JP3314981A patent/JPS57151743A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS57151743A (en) | 1982-09-18 |
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