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JP2001262686A - Balcony - Google Patents

Balcony

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Publication number
JP2001262686A
JP2001262686A JP2000080422A JP2000080422A JP2001262686A JP 2001262686 A JP2001262686 A JP 2001262686A JP 2000080422 A JP2000080422 A JP 2000080422A JP 2000080422 A JP2000080422 A JP 2000080422A JP 2001262686 A JP2001262686 A JP 2001262686A
Authority
JP
Japan
Prior art keywords
girder
balcony
frame
deck
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.)
Granted
Application number
JP2000080422A
Other languages
Japanese (ja)
Other versions
JP3772296B2 (en
Inventor
Masami Sakashita
正己 坂下
Toshikimi Kusunoki
利公 楠
Fumitaka Sato
史隆 佐藤
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.)
YKK AP Inc
Original Assignee
YKK AP Inc
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 YKK AP Inc filed Critical YKK AP Inc
Priority to JP2000080422A priority Critical patent/JP3772296B2/en
Publication of JP2001262686A publication Critical patent/JP2001262686A/en
Application granted granted Critical
Publication of JP3772296B2 publication Critical patent/JP3772296B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Rod-Shaped Construction Members (AREA)

Abstract

PROBLEM TO BE SOLVED: To construct a balcony with a large floor area out of aluminum extrusion members. SOLUTION: Right and left gable beams 1 and front girders 2 are made a trussed structure body wherein lattice members 7 are connected to upper chord members 5 and lower chord members 6, which are the aluminum extrusion members. Consequently, the gables 1 and the girders 2 are given high strength for the balcony with the large floor area to be constructed out of the aluminum extrusion members.

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、建物躯体に窓開口
部と連続して取付けられるバルコニーに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a balcony which is attached to a building frame so as to be continuous with a window opening.

【0002】[0002]

【従来の技術】前桁と左右の妻梁をコ字形状に連結し、
その連結部に柱を取付け、前記前桁と左右の妻梁に亘っ
てデッキ材を取付けた建柱式、屋根置式のバルコニーが
知られている。また、建物躯体に先付ブラケットを取付
け、この先付ブラケットに妻梁を連結した持出式のバル
コニーが知られている。
2. Description of the Related Art A front girder and left and right girder beams are connected in a U shape,
Pillars and rooftop balconies are known in which pillars are attached to the joints and deck materials are attached to the front spar and the left and right girder beams. In addition, there is known a take-out balcony in which a leading bracket is attached to a building frame and a beam is connected to the leading bracket.

【0003】[0003]

【発明が解決しようとする課題】近年のガーデニング人
気に伴ってバルコニーに植物を置き、バルコニーを庭園
のように利用することが考えられている。このように庭
園のように利用できるバルコニーとして、奥行と間口が
従来のバルコニーよりも長く床面積が広い大きなバルコ
ニーが要求されている。
With the recent popularity of gardening, it has been considered to place plants on a balcony and use the balcony like a garden. As a balcony that can be used like a garden, a large balcony having a depth and a frontage longer than a conventional balcony and having a large floor area is required.

【0004】このように、奥行と間口を長くするには前
桁と妻梁を長くする必要があるが、従来のバルコニーの
前桁、妻梁は中空形状のアルミ押出形材を用いていると
共に、押出設備の関係で大きな断面形状のアルミ押出形
材を製造できないので、前桁、妻梁を長くすると強度不
足となる恐れがあり、複数の植物などを置き庭園のよう
に利用する大きなバルコニーを実用化する上での障害と
なっている。
As described above, it is necessary to lengthen the front girder and the girder in order to lengthen the depth and the frontage. However, the front girder and the girder of the conventional balcony use a hollow aluminum extruded material. Due to the extrusion equipment, it is not possible to manufacture an extruded aluminum section with a large cross-sectional shape, so if the front girder and the girder beam are lengthened, the strength may be insufficient.There is a large balcony where multiple plants are placed and used like a garden. This is an obstacle to practical use.

【0005】そこで、本発明は前述の課題を解決できる
ようにしたバルコニーを提供することを目的とする。
Therefore, an object of the present invention is to provide a balcony which can solve the above-mentioned problem.

【0006】[0006]

【課題を解決するための手段】第1の発明は、バルコニ
ー骨組体と、そのバルコニー骨組体に取付けたデッキ材
と手摺を備え、前記バルコニー骨組体を形成する妻梁、
前桁は、上弦材と下弦材に複数のラチス材を連結したト
ラス構造体であることを特徴とするバルコニーである。
According to a first aspect of the present invention, there is provided a balcony frame, a deck beam and a handrail attached to the balcony frame, and a girder beam forming the balcony frame.
The front spar is a balcony characterized by a truss structure in which a plurality of lattice materials are connected to an upper chord material and a lower chord material.

【0007】第2の発明は、第1の発明において前記左
右の妻梁間に中間桁を連結し、この中間桁は上弦材と下
弦材に複数のラチス材を連結したトラス構造体であるバ
ルコニーである。
According to a second invention, in the first invention, an intermediate girder is connected between the left and right girder beams, and the intermediate girder is a balcony which is a truss structure in which a plurality of lattice members are connected to an upper chord material and a lower chord material. is there.

【0008】第3の発明は、第1の発明において前記妻
梁は、躯体取付柱と、躯体側の妻梁と、中間の妻梁と、
連結柱と、前桁側の妻梁と、柱を備え、前記躯体側の妻
梁、中間の妻梁、前桁側の妻梁の上弦材、下弦材は前記
躯体取付柱、連結柱、柱に連結可能で、前桁は連結柱、
柱に連結可能であるバルコニーである。
In a third aspect of the present invention, in the first aspect, the end beam comprises a frame for mounting the frame, a frame beam on the frame side, and an intermediate beam.
A connecting column, a girder beam on the front girder side, and a column are provided. Can be connected to the front spar,
Balcony that can be connected to pillars.

【0009】第4の発明は、第3の発明において前記左
右の柱間と左右の中間の妻梁間に中間桁がそれぞれ連結
されているバルコニーである。
A fourth invention is the balcony according to the third invention, wherein an intermediate girder is connected between the left and right columns and between the left and right middle beams.

【0010】[0010]

【作 用】第1の発明によれば、妻梁と前桁が高強度で
あるから、長尺な妻梁と長尺な前桁を用いて奥行と間口
が長い床面積の大きなバルコニーを組立ることが可能で
ある。また、小さな断面形状の上弦材、下弦材を用いて
妻梁、前桁を高強度とすることができ、アルミ押出形材
で上弦材、下弦材とすることが可能である。したがっ
て、アルミ押出形材を用いて庭園のように利用すること
が可能な大きな床面積のバルコニーを組立できる。
According to the first invention, since the girder and the front girder have high strength, a large balcony with a large depth and a frontage is assembled using the long girder and the long girder. It is possible to In addition, the upper beam and the front girder can be made to have high strength by using the upper chord material and the lower chord material having a small cross-sectional shape, and the upper chord material and the lower chord material can be formed by extruded aluminum. Therefore, it is possible to assemble a balcony with a large floor area that can be used like a garden using the extruded aluminum members.

【0011】妻梁が高強度であるから、バルコニーの片
持ち支持部(持ち出し部)を長くすることが可能で、妻
梁を柱で支持するタイプのバルコニーの場合に柱を前桁
よりも建物躯体寄りとすることができる。したがって、
バルコニーの下部空間に車を格納する時に柱が邪魔にな
らずに車の出し入れが容易である。
Since the girder has high strength, it is possible to lengthen the cantilever support portion (carrying-out portion) of the balcony, and in the case of a type of balcony where the girder is supported by a pillar, the pillar is constructed more than the front spar. Can be closer to the skeleton. Therefore,
When storing the car in the lower space of the balcony, it is easy to put the car in and out without the pillars getting in the way.

【0012】また、前桁、妻梁は柱に上弦材と下弦材の
2点で支持されているので、風や地震などでバルコニー
が左右方向に変形することが少なくなる。したがって、
柱を小断面とすることが可能であり、柱が目立たなくな
り、家の外観をそこなわない。
Further, since the front spar and the girder are supported on the pillar at two points, the upper chord material and the lower chord material, the balcony is less likely to be deformed in the left-right direction due to wind, earthquake, or the like. Therefore,
The pillars can be of small cross section, which makes the pillars less noticeable and does not detract from the appearance of the house.

【0013】第2の発明によれば、高強度の中間桁によ
ってバルコニー骨組体がより高強度となるので、より大
きな床面積のバルコニーを組立できる。また、デッキ材
に負荷する荷重を中間桁で支持するから、デッキ材に重
量物を置くことが可能で、大きな植木鉢などを置くこと
ができる。
According to the second aspect of the present invention, the balcony frame has higher strength by the high-strength intermediate girder, so that a balcony having a larger floor area can be assembled. Further, since the load applied to the deck material is supported by the intermediate girder, a heavy object can be placed on the deck material, and a large flowerpot or the like can be placed.

【0014】第3の発明によれば、連結する妻梁の種類
と数、柱の数等を任意に選択することで奥行の異なるバ
ルコニーを組立できる。
According to the third aspect of the present invention, balconies having different depths can be assembled by arbitrarily selecting the type and number of connecting beams, the number of columns, and the like.

【0015】第4の発明によれば、左右の柱の間隔及び
左右の中間の妻梁の間隔が中間桁で規制されるので、バ
ルコニーの組立作業が容易である。
According to the fourth aspect of the present invention, the interval between the left and right columns and the interval between the left and right intermediate beams are regulated by the intermediate girder, so that the work of assembling the balcony is easy.

【0016】[0016]

【発明の実施の形態】図1と図2と図3に示すように、
左右の妻梁1と前桁2と中間桁3で平面略コ字状のバル
コニー骨組体4を形成してある。前記妻梁1は図1に示
すように、第1妻梁(躯体側の妻梁)1−1と第2妻梁
(中間の妻梁)1−2と第3妻梁(前桁側の妻梁)1−
3を備え、各妻梁は上弦材5と下弦材6に亘って複数の
ラチス材7を斜めに連結したトラス構造体である。前記
第1妻梁1−1と第3妻梁1−3は同一長さで、第2妻
梁1−2は2倍の長さである。前記第1妻梁1−1の上
弦材5、下弦材6が躯体取付柱8で建物躯体9に取付け
られる。前記第1妻梁1−1の上弦材5、下弦材6と第
2妻梁1−2の上弦材5、下弦材6が第1柱10で連結
される。前記第2妻梁1−2の上弦材5、下弦材6と第
3妻梁1−3の上弦材5、下弦材6が第2柱11で連結
される。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS As shown in FIGS. 1, 2 and 3,
A left and right girder 1, a front girder 2 and an intermediate girder 3 form a balcony frame 4 having a substantially U-shape in plan view. As shown in FIG. 1, the girder 1 has a first girder (a girder on the skeleton side) 1-1, a second girder (a middle girder) 1-2, and a third girder (a girder on the front girder side). Tsumang) 1-
3, each girder beam is a truss structure in which a plurality of lattice members 7 are diagonally connected across an upper chord member 5 and a lower chord member 6. The first girder 1-1 and the third girder 1-3 are the same length, and the second girder 1-2 is twice as long. The upper chord member 5 and the lower chord member 6 of the first girder 1-1 are attached to the building frame 9 by the frame mounting columns 8. The upper chord member 5 and the lower chord member 6 of the first girder 1-1 and the upper chord member 5 and the lower chord member 6 of the second girder beam 1-2 are connected by a first pillar 10. The upper chord material 5 and the lower chord material 6 of the second girder beam 1-2 and the upper chord material 5 and the lower chord material 6 of the third girder beam 1-3 are connected by the second pillar 11.

【0017】前記前桁2は図2に示すように、妻梁1と
同様に上弦材5と下弦材6に複数のラチス材7を斜めに
連結したトラス構造体である。この前桁2の上弦材5、
下弦材6と第3妻梁1−3の上弦材5、下弦材6が連結
柱12で所定角度、例えば90度に連結される。
As shown in FIG. 2, the front spar 2 is a truss structure in which a plurality of lattice members 7 are obliquely connected to an upper chord member 5 and a lower chord member 6 like the girder beam 1. The upper chord material 5 of the front spar 2
The lower chord member 6 and the upper chord member 5 and the lower chord member 6 of the third girder 1-3 are connected at a predetermined angle, for example, 90 degrees, by connecting columns 12.

【0018】前記中間桁3は第1・第2・第3中間桁3
−1、3−2、3−3を備え、各中間桁3は前桁2と同
様に上弦材5と下弦材6に複数のラチス材7を斜めに連
結したトラス構造体である。第1中間桁3−1の上弦材
5、下弦材6が左右の第1柱10間に連結される。第2
中間桁3−2の上弦材5、下弦材6が左右の第2妻梁1
−2の上弦材5、下弦材6の長手方向中間部にそれぞれ
連結される。第3中間桁3−3の上弦材5、下弦材6は
左右の第2柱11間に連結される。
The intermediate digits 3 are first, second and third intermediate digits 3.
-1, 3-2, 3-3, each intermediate girder 3 is a truss structure in which a plurality of lattice members 7 are diagonally connected to an upper chord material 5 and a lower chord material 6 like the front girder 2. The upper chord member 5 and the lower chord member 6 of the first intermediate girder 3-1 are connected between the left and right first columns 10. Second
The upper chord member 5 and the lower chord member 6 of the middle girder 3-2 are the left and right second girder beams 1.
-2 upper chord material 5 and lower chord material 6 are respectively connected to the middle portions in the longitudinal direction. The upper chord member 5 and the lower chord member 6 of the third intermediate girder 3-3 are connected between the left and right second columns 11.

【0019】前記左右の躯体取付柱8間に亘ってデッキ
材受け13が取付けてある。
A deck material receiver 13 is mounted between the left and right frame mounting columns 8.

【0020】次にバルコニー骨組体4を組立る作業手順
を説明する。 デッキ材受け13を取付けた左右一対の躯体取付柱8
を建物躯体9に取付ける。 左右一対の第1妻梁1−1を各躯体取付柱8にそれぞ
れ連結する。 あらかじめ左右の第1柱10間に第1中間桁3−1を
連結し、その左右の第1柱10を左右の第1妻梁1−1
に連結する。 あらかじめ左右の第2妻梁1−2間に第2中間桁3−
2を連結し、その左右の第2妻梁1−2を左右の第1柱
10に連結する。 あらかじめ左右の第2柱11間に第3中間桁3−3を
連結し、その左右の第2柱11を左右の第2妻梁1−2
に連結する。 左右の第2柱11に左右の第3妻梁1−3を連結す
る。 左右の第3妻梁1−3間に前桁2を連結する。
Next, an operation procedure for assembling the balcony frame 4 will be described. A pair of right and left frame mounting columns 8 to which the deck material receiver 13 is mounted.
Is attached to the building frame 9. The pair of left and right first girder beams 1-1 is connected to each of the frame attachment columns 8. The first intermediate girder 3-1 is connected between the left and right first pillars 10 in advance, and the left and right first pillars 10 are connected to the left and right first girder beams 1-1.
Connect to A second intermediate girder 3 between the left and right second girder beams 1-2 in advance
2 and the left and right second girder beams 1-2 are connected to the left and right first pillars 10. A third intermediate girder 3-3 is connected between the left and right second pillars 11 in advance, and the left and right second pillars 11 are connected to the left and right second girder beams 1-2.
Connect to The left and right third girder beams 1-3 are connected to the left and right second pillars 11. The front girder 2 is connected between the left and right third girder beams 1-3.

【0021】前述のようにしてバルコニー骨組体4を組
立るので、その組立順序を変えると共に、組立る妻梁、
前桁、柱の種類を変更することで奥行の異なるバルコニ
ー骨組体4を組立できる。例えば、図4に示すように第
2妻梁1−2と第3妻梁1−3を備え奥行が短かいバル
コニー骨組体4を組立できる。
Since the balcony frame 4 is assembled as described above, the order of assembly is changed, and
By changing the types of the front spar and the columns, the balcony frame 4 having different depths can be assembled. For example, as shown in FIG. 4, it is possible to assemble the balcony frame 4 having the second and third girder beams 1-3 and the shorter depth.

【0022】また、図5に示すように第2妻梁1−2が
2つ連続した奥行の長いバルコニー骨組体4を組立でき
る。この場合には第2柱11に前桁2を連結する。
In addition, as shown in FIG. 5, a long balcony frame 4 having two continuous second girder beams 1-2 can be assembled. In this case, the front spar 2 is connected to the second pillar 11.

【0023】また、図6に示すように第1妻梁1−1を
備えた奥行の短かいバルコニー骨組体4を組立できる。
この場合には左右の第1柱10間に前桁2を連結する。
Further, as shown in FIG. 6, a balcony frame 4 having a short depth and having the first girder 1-1 can be assembled.
In this case, the front spar 2 is connected between the left and right first columns 10.

【0024】また、図7に示すように第2妻梁1−2を
備えた奥行が中間長さのバルコニー骨組体4を組立でき
る。この場合には左右の第1柱10間に前桁2を連結す
る。
Further, as shown in FIG. 7, the balcony frame 4 having the intermediate length with the second girder 1-2 can be assembled. In this case, the front spar 2 is connected between the left and right first columns 10.

【0025】前記第1・第2・第3妻梁1−1,1−
2,1−3と前桁2は同一形状で、図8に示すように上
弦材5、下弦材6は矩形中空形状の本体20の内側面2
0aに取付片21を一体的に設けたアルミ押出形材であ
る。前記ラチス材7は円形中空形状のアルミ押出形材の
長手方向両端部を薄板状に押しつぶし加工した形状であ
る。ラチス材7の薄板状の端部7aを上弦材5の取付片
21、下弦材6の取付片21に固着具、例えばボルト・
ナット22でそれぞれ連結してある。
The first, second and third girder beams 1-1,1-
2, 1-3 and the front spar 2 have the same shape, and as shown in FIG.
It is an extruded aluminum member having an attachment piece 21 provided integrally with the outer member 0a. The lattice member 7 has a shape obtained by crushing both ends in a longitudinal direction of a circular hollow aluminum extruded shape into a thin plate. The thin plate-shaped end 7a of the lattice member 7 is fixed to the mounting piece 21 of the upper chord material 5 and the mounting piece 21 of the lower chord material 6 by, for example, a bolt.
Each is connected by a nut 22.

【0026】前記躯体取付柱8、第1柱10、第2柱1
1、連結柱12は図8に示すように矩形中空形状で、同
一大きさである。この各柱の1辺の寸法は前記上弦材
5、下弦材6の幅方向よりも大きい。各柱の一面に、コ
字形状の上下一対の弦材ブラケット23をボルト24で
それぞれ取付ける。このボルト24は柱の中空部に設け
た弦材ブラケット用裏板25に螺合する。各弦材ブラケ
ット23が上弦材5、下弦材6の本体20の中空部に嵌
合し、ボルト26で固着することで柱と上弦材5、下弦
材6が連結される。
The frame mounting column 8, the first column 10, the second column 1
1. The connecting pillars 12 have a rectangular hollow shape and the same size as shown in FIG. The dimension of one side of each pillar is larger than the width direction of the upper chord material 5 and the lower chord material 6. A pair of upper and lower chord material brackets 23 each having a U-shape are attached to one surface of each pillar with bolts 24. The bolt 24 is screwed into a back plate 25 for a chord bracket provided in a hollow portion of the pillar. Each string member bracket 23 is fitted into the hollow portion of the main body 20 of the upper chord member 5 and the lower chord member 6 and fixed by bolts 26, thereby connecting the column with the upper chord member 5 and the lower chord member 6.

【0027】前記第1・第2・第3中間桁3−1,3−
2,3−3は図9に示すように前記妻梁1、前桁2と同
一形状である。前記第1中間桁3−1と第3中間桁3−
3は妻梁1と同様に第1柱10、第2柱11に連結され
る。
The first, second and third intermediate digits 3-1 and 3-
2, 3-3 have the same shape as the end beam 1 and the front spar 2 as shown in FIG. The first intermediate digit 3-1 and the third intermediate digit 3-
3 is connected to the first pillar 10 and the second pillar 11 like the girder 1.

【0028】前記第2中間桁3−2は次のようにして第
2妻梁1−2に連結される。第2妻梁1−2の上弦材
5、下弦材6の本体20の内側面20bにスペーサ27
を介して前記弦材ブラケット23をボルト24で取付け
る。このボルト24は前述と同様に本体20内に設けた
弦材ブラケット用裏板25に螺合する。弦材ブラケット
23を上弦材5、下弦材6の本体20の中空部に嵌合
し、ボルト26で固着することで第2中間桁3−2が第
2妻梁1−2に連結される。
The second intermediate girder 3-2 is connected to the second girder 1-2 in the following manner. The spacer 27 is provided on the inner side surface 20b of the main chord member 5 and the lower chord member 6 of the second girder beam 1-2.
The string member bracket 23 is attached with bolts 24 via the. The bolt 24 is screwed to the back plate 25 for the chord bracket provided in the main body 20 as described above. The second intermediate girder 3-2 is connected to the second end beam 1-2 by fitting the chord material bracket 23 into the hollow portion of the main body 20 of the upper chord material 5 and the lower chord material 6 and fixing them with bolts 26.

【0029】前述のようにスペーサ27を設けたことに
より、第2中間桁3−2を第1・第3中間桁3−1,3
−3と同一長さとすることができる。
By providing the spacer 27 as described above, the second intermediate girder 3-2 can be replaced with the first and third intermediate girder 3-1 and 3-2.
−3 can be the same length.

【0030】図10、図11、図12に示すように、各
妻梁の外側面に側面雨樋30を取付け、前桁2の前面に
前面雨樋31をそれぞれ取付ける。
As shown in FIGS. 10, 11 and 12, a side gutter 30 is attached to the outer surface of each girder, and a front gutter 31 is attached to the front surface of the front girder 2.

【0031】図13、図14、図15に示すように、各
妻梁と前桁2と中間桁3とデッキ材受け13に亘ってデ
ッキ材32を取付ける。各妻梁の外側面と前桁2の前面
に手摺33をそれぞれ取付け、この手摺33の下部で各
妻梁、前桁2を覆うことでバルコニーとする。
As shown in FIGS. 13, 14 and 15, the deck material 32 is attached to each of the cross beams, the front girder 2, the intermediate girder 3 and the deck material receiver 13. Handrails 33 are attached to the outer surface of each girder and the front surface of the front girder 2, and the lower part of the handrail 33 covers each girder and the front girder 2 to form a balcony.

【0032】図16はデッキ材を外した状態の左右一側
部を具体的に示す平面図、図17は図16のA−A拡大
断面図、図18は図16のB−B拡大断面図、図19は
図16のC−C拡大断面図である。図17と図18と図
19にはデッキ材32が図示してある。前記側面雨樋3
0と前面雨樋31は図17、図18と図19に示すよう
に、上向コ字形状で、その内側部に取付横片40を備え
た同一の断面形状である。前記第2妻梁1−2の上弦材
5、各柱の上端部に上ブラケット41がそれぞれ取付け
てある。なお、躯体取付柱8には取付けていない。前記
第2妻梁1−2の下弦材6、各柱の上部寄りに下ブラケ
ット42がそれぞれ取付けてある。
FIG. 16 is a plan view specifically showing one of the left and right sides with the deck material removed, FIG. 17 is an enlarged sectional view taken along line AA of FIG. 16, and FIG. 18 is an enlarged sectional view taken along line BB of FIG. FIG. 19 is an enlarged sectional view taken along the line CC of FIG. 17, 18 and 19 show the deck material 32. The side rain gutter 3
As shown in FIG. 17, FIG. 18, and FIG. 19, the 0 and the front rain gutter 31 have the same U-shape and the same cross-sectional shape provided with the mounting horizontal piece 40 on the inner side. An upper bracket 41 is attached to the upper chord member 5 of the second girder beam 1-2 and the upper end of each pillar. In addition, it is not attached to the frame attachment column 8. A lower bracket 42 is attached to the lower chord member 6 of the second girder 1-2 and the upper part of each pillar.

【0033】前記上ブラケット41は一側縦片41aと
横片41bと他側縦片41cでほぼクランク形状で、そ
の一側縦片41aの上部に横向片41dが設けてある。
この一側縦片41aを上弦材5、各柱にボルト43で固
着して取付ける。上ブラケット41の横向片41dに各
雨樋の取付横片40をビス44で固着して取付ける。
The upper bracket 41 has a substantially vertical crank 41a, a vertical piece 41a, a horizontal piece 41b, and a vertical piece 41c, and a horizontal piece 41d is provided above the vertical piece 41a.
This one side vertical piece 41a is fixedly attached to the upper chord material 5 and each pillar with bolts 43. The mounting lateral piece 40 of each rain gutter is fixed to the lateral piece 41d of the upper bracket 41 with a screw 44 and attached.

【0034】前記左右の側面雨樋30と前面雨樋31は
図16に示すようにコーナー雨樋45にそれぞれ連結さ
れる。コーナー雨樋45に排水ホース46が接続し、こ
の排水ホース46が図14に示す排水管47に接続して
いる。
The left and right side rain gutters 30 and the front rain gutter 31 are respectively connected to corner rain gutters 45 as shown in FIG. A drain hose 46 is connected to the corner rain gutter 45, and the drain hose 46 is connected to a drain pipe 47 shown in FIG.

【0035】前記下ブラケット42は一側縦片42aと
横片42bと他側縦片42cで略クランク形状で、その
一側縦片42aが下弦材6、各柱にボルト48で取付け
られる。
The lower bracket 42 is formed in a substantially crank shape with one vertical piece 42a, a horizontal piece 42b and the other vertical piece 42c, and the one vertical piece 42a is attached to the lower chord material 6 and each column with bolts 48.

【0036】前記手摺33は複数の支柱50間に格子ユ
ニット51を取付け、その支柱50の上部に亘って笠木
52を取付けてある。前記支柱50の下部寄り2ヶ所
が、前記上ブラケット41の他側縦片41c、下ブラケ
ット42の他側縦片42cにボルト53でそれぞれ固着
される。このように、手摺33の支柱50は上下に離隔
した2ヶ所で連結されるので、手摺33を強固に取付け
できる。
The handrail 33 has a lattice unit 51 mounted between a plurality of columns 50, and a cap 52 mounted over the upper portion of the columns 50. Two lower portions of the support column 50 are fixed to the other vertical piece 41c of the upper bracket 41 and the other vertical piece 42c of the lower bracket 42 with bolts 53, respectively. As described above, since the support columns 50 of the handrail 33 are connected at two locations vertically separated from each other, the handrail 33 can be firmly attached.

【0037】前記デッキ材受け13は図20に示すよう
に、デッキ材受け片60と取付縦片61と上向きコ字状
片62とデッキ材支持片63で断面略コ字状で、上向き
コ字状片62に下部取付片64が一体的に設けてあり、
その上向きコ字状片62部分が雨樋65を形成してい
る。デッキ材受け13の長手方向両端部は躯体取付柱8
の切欠部8aに嵌まり込んで図16に示すように躯体取
付柱8よりも外方に突出し、蓋66がビス67で取付け
る。このビス67はビスホール68に螺合する。前記デ
ッキ材受13は図20に示すように、取付縦片61と下
部取付片64がコーチネジなどの固着具69で建物躯体
9に取付けてある。
As shown in FIG. 20, the deck material receiver 13 has a substantially U-shaped cross section with a deck material receiving piece 60, a mounting vertical piece 61, an upward U-shaped piece 62, and a deck material supporting piece 63. A lower mounting piece 64 is integrally provided on the shape piece 62,
The upward U-shaped piece 62 forms a rain gutter 65. Both ends of the deck material receiver 13 in the longitudinal direction are frame mounting columns 8.
And protrudes outwardly from the frame mounting column 8 as shown in FIG. 16, and the lid 66 is mounted with screws 67. The screw 67 is screwed into the screw hole 68. As shown in FIG. 20, the deck material receiver 13 has a mounting vertical piece 61 and a lower mounting piece 64 attached to the building frame 9 with a fixing tool 69 such as a coach screw.

【0038】図21に示すように、前記デッキ材受13
の上向コ字状片62と蓋66との間に間隙が生じるよう
にしてある。前記デッキ材受13の長手方向両端部は側
面雨樋30の切欠部30aから内部に入り込み、デッキ
材支持片63がビス13aで側面雨樋30の取付横片4
0に連結される。このようであるから、雨樋部65に流
れ落ちた雨水は側面雨樋30に流出する。
As shown in FIG. 21, the deck material receiver 13
A gap is formed between the upwardly facing U-shaped piece 62 and the lid 66. Both ends in the longitudinal direction of the deck material receiver 13 enter into the inside from the cutout portions 30a of the side rain gutters 30.
Connected to 0. Because of this, the rainwater that has flowed down to the rain gutter section 65 flows out to the side rain gutter 30.

【0039】前記デッキ材32は押出成形による合成木
材を使用し、図17に示すように長手方向に連続した複
数の中空部70を有するほぼ矩形断面長尺材である。デ
ッキ材32の下面32aは凹凸の無い平坦面で、短手方
向両端面32bは長手方向に連続した凹部71を有し、
この凹部71よりも上部に水切片72が長手方向に連続
して一体的に設けてある。前記デッキ材32は図15に
示すように建物躯体9に対して直交する方向に向けて図
17、図18、図19、図20に示すように前桁2、中
間桁3、妻梁1の上面(上弦材5の上面)と各柱の上端
面とデッキ材受13のデッキ材支持片63(つまり、バ
ルコニー骨組体4の上面)に跨って短手方向に小間隙を
置いて載置される。
The deck member 32 is made of extruded synthetic wood, and has a substantially rectangular cross section having a plurality of hollow portions 70 continuous in the longitudinal direction as shown in FIG. The lower surface 32a of the deck material 32 is a flat surface without irregularities, and the short-side end surfaces 32b have concave portions 71 continuous in the longitudinal direction.
Above the concave portion 71, a water piece 72 is provided continuously and integrally in the longitudinal direction. The deck member 32 has a front girder 2, an intermediate girder 3 and a girder 1 as shown in FIGS. 17, 18, 19, and 20 in a direction orthogonal to the building frame 9 as shown in FIG. It is placed with a small gap in the short direction across the upper surface (the upper surface of the upper chord material 5), the upper end surface of each pillar, and the deck material support piece 63 of the deck material receiver 13 (that is, the upper surface of the balcony frame 4). You.

【0040】隣接した2つのデッキ材32はデッキ材押
え73で前記各上面、各柱の上端面、デッキ材受13の
デッキ材支持片63に押しつけ保持される。前記デッキ
材押え73は図22に示すように、上向コ字形状の本体
74と、一対の押え片75を有する断面形状で、デッキ
材32と略同一長さである。前記本体74がビス76で
上弦材5の上面に固着され、一対の押え片75が隣接し
た2つのデッキ材32の凹部71に接している。前記押
え片75の端部は凹部71に入り込み易くするために上
向き斜めとしてある。
The two adjacent deck members 32 are pressed and held by the deck member retainers 73 against the upper surfaces, the upper end surfaces of the columns, and the deck member support pieces 63 of the deck member receiver 13. As shown in FIG. 22, the deck material retainer 73 has a cross-section having an upward U-shaped main body 74 and a pair of retainer pieces 75, and has substantially the same length as the deck material 32. The main body 74 is fixed to the upper surface of the upper chord material 5 with screws 76, and a pair of pressing pieces 75 are in contact with the concave portions 71 of the two deck materials 32 adjacent to each other. The end of the holding piece 75 is inclined upward to make it easier to enter the recess 71.

【0041】前述のようであるから、隣接した2つのデ
ッキ材32間の小間隙に流れ込んだ雨水はデッキ材押え
73に沿って流れる。これによって、デッキ材押え73
は雨樋の機能を有する。
As described above, the rainwater flowing into the small gap between two adjacent deck members 32 flows along the deck member holder 73. As a result, the deck material retainer 73
Has the function of a rain gutter.

【0042】図17に示すように、バルコニー骨組体4
の左右端部に取付けたデッキ材32の短手方向端面32
b(水切り片72)は妻梁1よりも側方に突出し側面雨
樋30の上方に位置している。これにより、デッキ材3
2から雨水が側面雨樋30に確実に流れ落ちる。側面雨
樋30には水密材77が装着してあり、この水密材77
にデッキ32の下面32aが接して水密している。これ
により、デッキ材32と側面雨樋30との接触部から雨
水が内側に回り込むことがない。
As shown in FIG. 17, the balcony frame 4
Lateral end surface 32 of deck material 32 attached to the left and right ends of
The b (water drainage piece 72) projects laterally beyond the girder beam 1 and is located above the side rain gutter 30. Thereby, the deck material 3
The rainwater surely flows down from 2 into the side rain gutter 30. A watertight material 77 is attached to the side rain gutter 30.
The lower surface 32a of the deck 32 is in contact with and watertight. This prevents rainwater from flowing inward from the contact portion between the deck material 32 and the side rain gutter 30.

【0043】図19に示すように、デッキ材32の長手
方向一端部は前桁2よりも前方に突出し前面雨樋31の
上方に位置している。これにより、デッキ材32から雨
水が前面雨樋31に確実に流れ落ちる。前面雨樋31に
は水密材77が装着してあり、この水密材77にデッキ
32の下面32aが接して水密している。これにより、
デッキ材32と前面雨樋30との接触部から雨水が内側
に回り込むことがない。デッキ材32の長手方向一端部
にはキャップ78が取付けてあり、中空部70が見えな
いようにしてある。
As shown in FIG. 19, one end of the deck member 32 in the longitudinal direction protrudes forward from the front spar 2 and is located above the front rain gutter 31. This ensures that rainwater flows down from the deck material 32 to the front rain gutter 31. A watertight material 77 is mounted on the front rain gutter 31, and the lower surface 32 a of the deck 32 is in contact with the watertight material 77 to be watertight. This allows
Rainwater does not flow inward from the contact portion between the deck material 32 and the front rain gutter 30. A cap 78 is attached to one longitudinal end of the deck member 32 so that the hollow portion 70 is not visible.

【0044】図20に示すように、デッキ材32の長手
方向他端部はデッキ材受け13の雨樋部65まで突出し
ている。これにより、デッキ材32から雨水が雨樋部6
5に確実に流れ落ちる。デッキ材受け13には水密材7
7が装着してあり、この水密材77にデッキ32の下面
32aが接して水密している。これにより、デッキ材3
2とデッキ材受け13との接触部から雨水が内側に回り
込むことがない。
As shown in FIG. 20, the other end in the longitudinal direction of the deck material 32 projects to the rain gutter portion 65 of the deck material receiver 13. As a result, rainwater flows from the deck material 32 to the gutter section 6.
It surely runs down to 5. The watertight material 7 is provided in the deck material receiver 13.
The lower surface 32a of the deck 32 is in contact with the watertight material 77 so as to be watertight. Thereby, the deck material 3
Rainwater does not flow inward from the contact portion between the second member 2 and the deck material receiver 13.

【0045】図23に示すように、妻梁1の下弦材6下
面に柱80をボルト又はL字ブラケットとボルト等で連
結しても良い。図24に示すように、柱80の上部に切
欠き81を加工し、その切欠き81に妻梁1の上弦材
5、下弦材6を嵌め込んでボルト82で連結しても良
い。また、柱を用いずに建物躯体に連結した状態として
も良い。
As shown in FIG. 23, a column 80 may be connected to the lower surface of the lower chord member 6 of the end beam 1 with a bolt or an L-shaped bracket by a bolt or the like. As shown in FIG. 24, a notch 81 may be formed in the upper part of the column 80, and the upper chord 5 and the lower chord 6 of the girder 1 may be fitted into the notch 81 and connected by bolts 82. Further, the pillars may be connected to the building frame without using the pillars.

【0046】図25は建家の2階部分と3階部分にバル
コニーを取付けた斜視図であり、柱90を2階部分に取
付けたバルコニー91を通して3階部分のバルコニー9
2まで連続してある。2階部分のバルコニー91の下部
空間93を車庫として利用可能としてある。
FIG. 25 is a perspective view in which balconies are attached to the second and third floors of the building.
Up to two consecutive. The lower space 93 of the balcony 91 on the second floor can be used as a garage.

【0047】[0047]

【発明の効果】請求項1に係る発明によれば、妻梁と前
桁が高強度であるから、長尺な妻梁と長尺な前桁を用い
て奥行と間口が長い床面積の大きなバルコニーを組立る
ことが可能である。また、小さな断面形状の上弦材、下
弦材を用いて妻梁、前桁を高強度とすることができ、ア
ルミ押出形材で上弦材、下弦材とすることが可能であ
る。したがって、アルミ押出形材を用いて庭園のように
利用することが可能な大きな床面積のバルコニーを組立
できる。
According to the first aspect of the present invention, since the girder and the front girder are high in strength, a long floor girder and a long front girder are used to provide a large floor area with a long depth and frontage. Balconies can be assembled. In addition, the upper beam and the front girder can be made to have high strength by using the upper chord material and the lower chord material having a small cross-sectional shape, and the upper chord material and the lower chord material can be formed by extruded aluminum. Therefore, it is possible to assemble a balcony with a large floor area that can be used like a garden using the extruded aluminum members.

【0048】妻梁が高強度であるから、バルコニーの片
持ち支持部(持ち出し部)を長くすることが可能で、妻
梁を柱で支持するタイプのバルコニーの場合に柱を前桁
よりも建物躯体寄りとすることができる。したがって、
バルコニーの下部空間に車を格納する時に柱が邪魔にな
らずに車の出し入れが容易である。
Since the girder beams have high strength, the cantilever support portion (carrying-out portion) of the balcony can be made longer. Can be closer to the skeleton. Therefore,
When storing the car in the lower space of the balcony, it is easy to put the car in and out without the pillars getting in the way.

【0049】また、前桁、妻梁は柱に上弦材、下弦材の
2点で支持されているので、風や地震などでバルコニー
が左右方向に変形することが少なくなる。したがって、
柱を小断面とすることが可能であり、柱が目立たなくな
り、家の外観をそこなわない。
Further, since the front spar and the girder are supported by the pillar at the two points of the upper chord material and the lower chord material, the balcony is less likely to be deformed in the left-right direction due to wind or earthquake. Therefore,
The pillars can be of small cross section, which makes the pillars less noticeable and does not detract from the appearance of the house.

【0050】請求項2に係る発明によれば、高強度の中
間桁によってバルコニー骨組体がより高強度となるの
で、より大きな床面積のバルコニーを組立できる。ま
た、デッキ材に負荷する荷重を中間桁で支持するから、
デッキ材に重量物を置くことが可能で、大きな植木鉢な
どを置くことができる。
According to the second aspect of the present invention, the balcony frame has a higher strength by the high-strength intermediate girder, so that a balcony having a larger floor area can be assembled. Also, since the load applied to the deck material is supported by the intermediate girder,
Heavy objects can be placed on the deck material, and large flower pots can be placed.

【0051】請求項3に係る発明によれば、連結する妻
梁の種類と数、柱の数等を任意に選択することで奥行の
異なるバルコニーを組立できる。
According to the third aspect of the present invention, balconies having different depths can be assembled by arbitrarily selecting the type and number of the connecting beams and the number of columns.

【0052】請求項4に係る発明によれば、左右の柱の
間隔及び左右の中間の妻梁の間隔が中間桁で規制される
ので、バルコニーの組立作業が容易である。
According to the fourth aspect of the present invention, the interval between the left and right columns and the interval between the left and right middle beams are regulated by the intermediate girder, so that the work of assembling the balcony is easy.

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

【図1】バルコニー骨組体の側面図である。FIG. 1 is a side view of a balcony frame.

【図2】バルコニー骨組体の正面図である。FIG. 2 is a front view of a balcony frame.

【図3】バルコニー骨組体の平面図である。FIG. 3 is a plan view of a balcony frame.

【図4】奥行の異なるバルコニー骨組体の側面図であ
る。
FIG. 4 is a side view of a balcony frame having different depths.

【図5】奥行の異なるバルコニー骨組体の側面図であ
る。
FIG. 5 is a side view of a balcony frame having different depths.

【図6】奥行の異なるバルコニー骨組体の側面図であ
る。
FIG. 6 is a side view of a balcony frame having different depths.

【図7】奥行の異なるバルコニー骨組体の側面図であ
る。
FIG. 7 is a side view of a balcony frame having different depths.

【図8】柱と上弦材、下弦材の連結部の分解斜視図であ
る。
FIG. 8 is an exploded perspective view of a connecting portion between a pillar, an upper chord material, and a lower chord material.

【図9】妻梁と中間桁の連結部の斜視図である。FIG. 9 is a perspective view of a connecting portion between the girder and the intermediate girder.

【図10】雨樋を備えたバルコニー骨組体の側面図であ
る。
FIG. 10 is a side view of a balcony frame having a rain gutter.

【図11】雨樋を備えたバルコニー骨組体の正面図であ
る。
FIG. 11 is a front view of a balcony frame having a rain gutter.

【図12】雨樋を備えたバルコニー骨組体の平面図であ
る。
FIG. 12 is a plan view of a balcony frame having a rain gutter.

【図13】バルコニーの側面図である。FIG. 13 is a side view of a balcony.

【図14】バルコニーの正面図である。FIG. 14 is a front view of a balcony.

【図15】バルコニーの平面図である。FIG. 15 is a plan view of a balcony.

【図16】デッキ材を外した状態の横断面図である。FIG. 16 is a cross-sectional view in a state where a deck material is removed.

【図17】図16のA−A拡大断面図である。FIG. 17 is an enlarged cross-sectional view taken along line AA of FIG. 16;

【図18】図16のB−B拡大断面図である。FIG. 18 is an enlarged sectional view taken along line BB of FIG. 16;

【図19】図16のC−C拡大断面図である。19 is an enlarged sectional view taken along the line CC of FIG.

【図20】妻梁の躯体取付部の拡大側面図である。FIG. 20 is an enlarged side view of a frame mounting portion of the girder beam.

【図21】側面雨樋とデッキ材受けの斜視図である。FIG. 21 is a perspective view of a side rain gutter and a deck material receiver.

【図22】デッキ材取付部の拡大側面図である。FIG. 22 is an enlarged side view of a deck material mounting portion.

【図23】柱連結部の第2の実施の形態を示す斜視図で
ある。
FIG. 23 is a perspective view showing a second embodiment of the column connecting portion.

【図24】柱連結部の第3の実施の形態を示す斜視図で
ある。
FIG. 24 is a perspective view showing a third embodiment of the column connecting portion.

【図25】二階部分と三階部分にバルコニーを取付けた
建家の斜視図である。
FIG. 25 is a perspective view of a building in which balconies are attached to the second floor and the third floor.

【符号の説明】 1…妻梁 1−1…第1妻梁(躯体側の妻梁) 1−2…第2妻梁(中間の妻梁) 1−3…第3妻梁(前桁側の妻梁) 2…前桁 3…中間桁 3−1…第1中間桁 3−2…第2中間桁 3−3…第3中間桁 4…バルコニー骨組体 5…上弦材 6…下弦材 7…ラチス材 8…躯体取付柱 10…第1柱 11…第2柱 12…連結柱 13…デッキ材受け 23…弦材ブラケット 27…スペーサ 30…側面雨樋 31…前面雨樋 32…デッキ材 33…手摺 80…柱 81…切欠き部 90…柱 91…二階部分のバルコニー 92…三階部分のバルコニー[Explanation of Signs] 1 ... girder beam 1-1 ... first girder beam (girder beam on frame side) 1-2 ... second girder beam (middle girder beam) 1-3 ... third girder beam (front girder side) 2) Front girder 3 ... Intermediate girder 3-1 ... First intermediate girder 3-2 ... Second intermediate girder 3-3 ... Third intermediate girder 4 ... Balcony frame 5 ... Upper chord 6 ... Lower chord 7 ... Lattice material 8 ... Body mounting pillar 10 ... First pillar 11 ... Second pillar 12 ... Connecting pillar 13 ... Deck material receiving 23 ... Chord material bracket 27 ... Spacer 30 ... Side rain gutter 31 ... Front rain gutter 32 ... Deck material 33 ... handrail 80 ... pillar 81 ... notch 90 ... pillar 91 ... balcony on the second floor 92 ... balcony on the third floor

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 バルコニー骨組体と、そのバルコニー骨
組体に取付けたデッキ材と手摺を備え、 前記バルコニー骨組体を形成する妻梁、前桁は、上弦材
と下弦材に複数のラチス材を連結したトラス構造体であ
ることを特徴とするバルコニー。
1. A balcony frame, a deck material and a handrail attached to the balcony frame, and a girder beam and a front spar forming the balcony frame connect a plurality of lattice materials to an upper chord material and a lower chord material. Balcony characterized by a trussed structure.
【請求項2】 前記左右の妻梁間に中間桁を連結し、こ
の中間桁は上弦材と下弦材に複数のラチス材を連結した
トラス構造体である請求項1記載のバルコニー。
2. The balcony according to claim 1, wherein an intermediate girder is connected between the left and right girder beams, and the intermediate girder is a truss structure in which a plurality of lattice members are connected to an upper chord material and a lower chord material.
【請求項3】 前記妻梁は、躯体取付柱と、躯体側の妻
梁と、中間の妻梁と、連結柱と、前桁側の妻梁と、柱を
備え、 前記躯体側の妻梁、中間の妻梁、前桁側の妻梁の上弦
材、下弦材は前記躯体取付柱、連結柱、柱に連結可能
で、 前桁は連結柱、柱に連結可能である請求項1記載のバル
コニー。
3. The girder on the skeleton side, comprising: a girder on the skeleton, a girder on the skeleton side, an intermediate girder, a connecting column, a girder on the front girder side, and a column. The upper chord and the lower chord of the middle girder, the front girder side girder, and the lower chord can be connected to the body mounting column, the connection column, and the column, and the front girder can be connected to the connection column and the column. balcony.
【請求項4】 前記左右の柱間と左右の中間の妻梁間に
中間桁がそれぞれ連結されている請求項3記載のバルコ
ニー。
4. The balcony according to claim 3, wherein an intermediate girder is connected between the left and right pillars and between the left and right middle beams.
JP2000080422A 2000-03-22 2000-03-22 balcony Expired - Fee Related JP3772296B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000080422A JP3772296B2 (en) 2000-03-22 2000-03-22 balcony

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000080422A JP3772296B2 (en) 2000-03-22 2000-03-22 balcony

Publications (2)

Publication Number Publication Date
JP2001262686A true JP2001262686A (en) 2001-09-26
JP3772296B2 JP3772296B2 (en) 2006-05-10

Family

ID=18597527

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP3772296B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106906896A (en) * 2017-03-02 2017-06-30 深圳华森建筑与工程设计顾问有限公司 The construction method of conjoined structure building
CN106930557A (en) * 2017-03-02 2017-07-07 深圳华森建筑与工程设计顾问有限公司 Conjoined structure is built
JPWO2018163430A1 (en) * 2017-03-10 2019-03-14 日鉄住金鋼板株式会社 Building

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106906896A (en) * 2017-03-02 2017-06-30 深圳华森建筑与工程设计顾问有限公司 The construction method of conjoined structure building
CN106930557A (en) * 2017-03-02 2017-07-07 深圳华森建筑与工程设计顾问有限公司 Conjoined structure is built
CN106906896B (en) * 2017-03-02 2020-05-22 深圳华森建筑与工程设计顾问有限公司 Construction method of conjoined structure building
CN106930557B (en) * 2017-03-02 2020-05-22 深圳华森建筑与工程设计顾问有限公司 Conjoined structure building
JPWO2018163430A1 (en) * 2017-03-10 2019-03-14 日鉄住金鋼板株式会社 Building

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