JPS6226374B2 - - Google Patents
Info
- Publication number
- JPS6226374B2 JPS6226374B2 JP56033148A JP3314881A JPS6226374B2 JP S6226374 B2 JPS6226374 B2 JP S6226374B2 JP 56033148 A JP56033148 A JP 56033148A JP 3314881 A JP3314881 A JP 3314881A JP S6226374 B2 JPS6226374 B2 JP S6226374B2
- Authority
- JP
- Japan
- Prior art keywords
- front beam
- pillars
- building
- pair
- balcony
- 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
- 239000000463 material Substances 0.000 claims description 13
- 238000009434 installation Methods 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 230000000630 rising effect Effects 0.000 description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
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、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前梁に沿つて
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、
各支柱の上部を手摺柵の支柱と兼用すると共にバ
ルコニーの角部に位置させているため、各支柱と
建物との間の間隔を大きくとらなければバルコニ
ーの奥行きを大きくすることができず、支柱をテ
ラスに立設するためにはこのテラスの面積、特に
その奥行きを大きくしない限り奥行きのあるバル
コニーを建設することができず、テラスの奥行き
によつてバルコニーの奥行きが制限されてしま
い、又、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を利用して建物からある程
度間隔を離して各支柱を立設することによりバル
コニーの奥行きを確保できるとしても、各支柱と
建物との間の間隔をあまり大きくするとこれらの
支柱が下の階の窓からの視界内に入つてきて視界
の妨げになり、極めて邪魔な印象を与える。 Conventional balconies of this type have 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, and a nearly horizontal space between them and the wall of the building. A pair of left and right side beams are installed in the building, a front beam is installed between each of the above-mentioned supports, a large number of joists are installed at a predetermined interval between the front beam and the wall of the building, and these Some railings consist of decking material laid on the top surface of the joists, and a handrail fence constructed of a cap and a fence unit and erected along the side beams and front beams. However, in conventional balconies of this type,
Since the top of each pillar doubles as a support for the handrail fence and is located at the corner of the balcony, it is not possible to increase the depth of the balcony unless there is a large gap between each pillar and the building. In order to stand on a terrace, it is not possible to construct a deep balcony unless the area of the terrace, especially its depth, is increased, and the depth of the balcony is limited by the depth of the terrace. Even if it is possible to secure the depth of the balcony by erecting each pillar at a certain distance from the building using the ground or a concrete foundation or terrace built on this ground, it is not possible to maintain the distance between each pillar and the building. If they are made too large, these pillars will come within the field of view from the windows on the lower floor, obstructing the view, and giving the impression of being extremely intrusive.
そこで、この種のバルコニーにおいて、各支柱
を前梁よりも建物側に位置させ、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も考え
られるが、かかる場合には各側梁と各支柱との間
を強固に結合するため手段の他に、各側梁の前端
と前梁の両端との間を結合するための手段や各側
梁及び前梁に沿つて立設される手摺柵のコーナー
部分において強固に連結したり固定したりするた
めの手段が必要になつて取付施工が極めて煩雑に
なると共に結合、連結あるいは固定のために必要
な部品点数も著るしく増加してコストが高くなる
という問題が生じる。 Therefore, in this type of balcony, it may be possible to position each support column closer to the building than the front beam, and connect the pair of left and right side beams to each support column at an intermediate position, but in such a case, each side beam In addition to means for firmly connecting each pillar, means for connecting the front end of each side beam and both ends of the front beam, and handrails erected along each side beam and front beam. A means for firmly connecting and fixing the corners of the fence is required, which makes the installation extremely complicated, and the number of parts required for connecting, connecting, or fixing increases significantly, which increases costs. The problem arises that the amount increases.
この発明は、かかる観点に鑑み、バルコニーを
支持する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ると同時
にバルコニーの面積、特にその奥行きについては
比較的大きくとることができ、これによつてバル
コニーの奥行きを大きくしても支柱が視界の妨げ
になることがなく、又、特別に結合のための手段
や固定のための手段が必要になつて取付施工が煩
雑になつたり部品点数が著るしく増加するような
こともなく、しかも、強固でかつ安価に製造する
ことができる組立式バルコニーを提供するもので
ある。 In view of this, the present invention allows the pillars supporting the balcony to be placed as close as possible to the building side to minimize the installation location, especially the depth, and at the same time, the area of the balcony, especially the depth, can be made relatively large. As a result, even if the depth of the balcony is increased, the pillars will not obstruct the view, and the installation work will be complicated due to the need for special means for joining or fixing. To provide a prefabricated balcony which is strong and can be manufactured at low cost without causing a significant increase in the number of parts.
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の壁面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
らの側梁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、この前梁
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 sectional balcony according to an embodiment of the invention is shown. This prefabricated balcony is constructed approximately horizontally between a pair of pillars 2 that are erected at a predetermined distance d from a wall surface 1 of a building, and the wall surface 1 of these pillars 2 at a predetermined height position. A pair of left and right side beams 3 are installed substantially horizontally between the pair of support columns 1 at the same height as the height at which these side beams 3 are attached, and both ends 4a are bent into a radius shape. A front beam 4 extending forward from each support column 1, a large number of joists 5 installed at predetermined intervals between each front beam 4 and the wall surface 1, and a large number of joists 5 installed on the top surface of these joists 5. Deck material 6 and two types of Kasagi 8, 9
and two types of fence units 10 and 11, and a handrail fence 7 that is erected along the side beam 3 and the front beam 4, and the handrail fence 7 is erected along the front beam 4. One of the caps 8 and the fence unit 10 is formed by bending both ends 8a of one caps 8 into a rounded shape similar to the front beam 4, and one end 10a of the pair of fence units 10 is bent. It is bent into a round shape.
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,18b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。上記一対の支柱2間
には、第5図及び第6図に示すように、断面矩形
の角パイプで形成された補強梁19が各支柱2の
相対向する側面に取付けた連結材20を介して架
設されており、この補強梁19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7図及び第8図に示すように、上面長
手方向両側に沿つて上方に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18
b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
間部分が上記補強梁19の上面で支承されるよう
になつている。これらの根太5の上面に敷設され
るデツキ材6は、これらの根太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。 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, 18b 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. As shown in FIGS. 5 and 6, a reinforcing beam 19 formed of a square pipe with a rectangular cross section is connected between the pair of pillars 2 through connecting members 20 attached to opposite sides of each pillar 2. The upper surface of this reinforcing beam 19 is approximately on the same level as the lower flange portions 18b of the side beams 3 and front beam 4. As shown in FIGS. 7 and 8, a large number of joists 5 installed between the front beam 4 and the wall surface 1 at predetermined intervals extend 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 protruding rising part, and one end thereof is connected to the flange part 18 below the front beam 4.
b is connected to the upper surface with bolts and nuts, and the other end is connected with bolts and nuts to the upper surface of the horizontal part of the above-mentioned bolt 14 attached to the wall surface 1, and the middle part thereof is supported on the upper surface of the above-mentioned reinforcing beam 19. It is becoming more and more common. 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 3 or a front beam 4 bent in a rounded shape. It is inserted into the lower surface side of the flange portion 18a above both ends 4a, and is 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9図に示すように、この手摺柵7の支柱を兼ね
る各支柱2の上端にブラケツト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10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2
3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
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1
0,11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9図及
び第10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. 9, the handrail fence 7 is connected by a bracket 21 to the upper end of each post 2 that also serves as a support for the handrail fence 7, and is located above the side beam 3.
As shown in FIG.
3 to the wall surface 1, and furthermore, the intermediate portion of one of the caps 8 and the wall surface 1 of the other caps 9
The closer portion is formed of a square pipe with a rectangular cross section and is connected to the upper end of an auxiliary column 24 which is erected on the upper surface of the front beam 4 and side beam 3 via an auxiliary column receiver 25. Fence unit 1 constituting handrail fence 7
0 and 11, as shown in FIG. 1 and FIG. As shown in FIGS. 9 and 10, upper chord members 28 and It is attached by joining both ends of the lower chord member 29. Note that the handrail fence 7 is not limited to this, but it may be one in which the cap and the upper chord are integrated and the upper end of the handrail is directly connected to the cap, or the lower chord may be a side beam or a front beam. It may be formed integrally with the cap, or the upper chord member or lower chord member may be omitted and the balustrade may be 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、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の数を三本以上と
して前梁4の数も二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
これらの側梁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 one front beam 4 are bent into a rounded shape and installed between a pair of pillars 2, but when forming a long balcony, a pair of front beams 4 In cases where the pillars 2 cannot provide sufficient support, the number of pillars 2 can be three or more and the number of front beams 4 can also be two or more. In this case, a pair of pillars located on both the left and right sides Only one end of the front beam connected to the front beam may be bent into a rounded shape, and the support located in the middle may be located forward of the pair of support supports located on both the left and right sides. In addition, the upper part of each column 2 is also used as a column for the handrail fence 7, but the height of each column 2 is set to the side beam 3 and front beam 4, and the handrail fence is installed on the top surface of these side beams 3 and front beam 4. It is also possible to erect a plurality of auxiliary columns 24 serving as the columns of No. 7.
以上の通り、この発明の組立式バルコニーは、
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すると共に
この前梁に沿つて立設される手摺柵の笠木及び柵
ユニツトについてもその一端部又は両端部をアー
ル状に折曲し、これによつて各支柱を前梁よりも
建物側に位置させて立設するようにしたので、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のである。しかも、
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。 As mentioned above, the prefabricated balcony of this invention is
One end or both ends of the front beam connected to a pair of pillars located on both the left and right sides are bent into a rounded shape, and one end of the handrail fence cap and fence unit that is erected along the front beam is also bent. Alternatively, by bending both ends into a rounded shape, each support is positioned closer to the building than the front beam, so even if the depth of the balcony is increased, each support and the wall of the building If the pillars are installed on a terrace and the depth of the terrace is relatively small, it is possible to design a deep balcony without being limited by the depth of the terrace. Because the columns are positioned closer to the building, each column is less likely to narrow or obstruct the view from the windows on the floor below. Moreover,
One or both ends of the front beam connected to the pair of pillars located on both the left and right sides are bent in a rounded shape, making it possible to butt the ends of the front beam against each pillar and connect them with the connecting material. In addition to this, there is no need for a means to connect the front end of each side beam to both ends of the front beam.
Also, regarding the handrail fence, since one or both ends of the cap and fence unit are bent into a rounded shape, there is no need for connecting means or fixing means at the corners of the handrail fence. There is no significant increase in the number of parts due to the means or fixing means, the installation is easy, the cost is low, and the structure is strong.
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3図の―線拡大断面図、
第8図は第7図の―線断面図、第9図は手摺
柵を示す第1図の―線断面拡大図、第10図
は手摺柵を示す第2図の―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、8a……笠木の
端部、10a……柵ユニツトの端部、d……間
隔。
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,
Figure 5 is an enlarged sectional view taken along the line V-V in Figure 2, excluding the joists and decking material, Figure 6 is an enlarged sectional view taken along the line - - in Figure 5, and Figure 7 is an enlarged sectional view taken along the line - - in Figure 3. ,
Fig. 8 is a sectional view taken along the line - in Fig. 7, Fig. 9 is an enlarged sectional view taken along the - line in Fig. 1 showing the handrail fence, and Fig. 10 is an enlarged sectional view taken along the - line in 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, 8a ... End of Kasagi, 10a ... End of fence unit, d ... Spacing .
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、この前梁と上記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、上記側梁及び
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
状に折曲すると共にこの前梁に沿つて立設される
手摺柵の一端部又は両端部をアール状に折曲し、
上記各支柱を前梁よりも建物側に位置させたこと
を特徴とする組立式バルコニー。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 installed approximately horizontally between the above-mentioned supports at the same height as these side beams, and a large number of joists installed at predetermined intervals between this front beam and the above-mentioned wall surface. In the prefabricated balcony, which consists of decking material laid on the top surface of these joists, and a handrail fence erected along the side beams and front beam, the front beam is connected to a pair of pillars located on both the left and right sides. One end or both ends of the beam are bent into an arc shape, and one end or both ends of the handrail fence erected along the front beam are bent into an arc shape,
A prefabricated balcony characterized in that each of the above pillars is located closer to the building than the front beam.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3314881A JPS57151742A (en) | 1981-03-10 | 1981-03-10 | Balcony for building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3314881A JPS57151742A (en) | 1981-03-10 | 1981-03-10 | Balcony for building |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS57151742A JPS57151742A (en) | 1982-09-18 |
JPS6226374B2 true JPS6226374B2 (en) | 1987-06-09 |
Family
ID=12378490
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3314881A Granted JPS57151742A (en) | 1981-03-10 | 1981-03-10 | Balcony for building |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS57151742A (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS58162902U (en) * | 1982-04-26 | 1983-10-29 | 不二サッシ株式会社 | Balcony floor part protrusion device |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS543026B2 (en) * | 1975-09-22 | 1979-02-16 | ||
JPS5633149A (en) * | 1979-08-27 | 1981-04-03 | Mitsubishi Heavy Ind Ltd | Reproductive treatment and its device for casting waste sand |
Family Cites Families (4)
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 |
-
1981
- 1981-03-10 JP JP3314881A patent/JPS57151742A/en active Granted
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS543026B2 (en) * | 1975-09-22 | 1979-02-16 | ||
JPS5633149A (en) * | 1979-08-27 | 1981-04-03 | Mitsubishi Heavy Ind Ltd | Reproductive treatment and its device for casting waste sand |
Also Published As
Publication number | Publication date |
---|---|
JPS57151742A (en) | 1982-09-18 |
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