JPH0988362A - Provisionally erected balcony seat for sumo watching - Google Patents

Provisionally erected balcony seat for sumo watching

Info

Publication number
JPH0988362A
JPH0988362A JP26932695A JP26932695A JPH0988362A JP H0988362 A JPH0988362 A JP H0988362A JP 26932695 A JP26932695 A JP 26932695A JP 26932695 A JP26932695 A JP 26932695A JP H0988362 A JPH0988362 A JP H0988362A
Authority
JP
Japan
Prior art keywords
seat
support frame
slab
building material
sumo
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
JP26932695A
Other languages
Japanese (ja)
Inventor
Hiroyuki Yokoyama
博之 横山
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.)
Sumikin Kozai Kogyo KK
Original Assignee
Sumikin Kozai Kogyo KK
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 Sumikin Kozai Kogyo KK filed Critical Sumikin Kozai Kogyo KK
Priority to JP26932695A priority Critical patent/JPH0988362A/en
Publication of JPH0988362A publication Critical patent/JPH0988362A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a balcony seat for sumo watching in the form of stairs which can be erected simply and quickly. SOLUTION: A provisionally erected balcony seat for sumo watching consists of seat plates 1 and rectangular frames 2 for supporting them. Each frame 2 has such a quadrangular section that the top chord member 2a supports the longer edge of each seat plate 1 together with the long edges of other seat plates which are adjoining. It is arranged so that the bottom of a front structural member 2c can be coupled with the corresponding rear structural member 2d and also, that the bottoms of the rear structural member 2d and a reinforcing piece 2e can be coupled with differently tall support legs C1-C2 and waist frames C3-C5, respectively.

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】この発明は、体育館や多目的
ホール等のフロアーに設営する相撲観戦用の仮設桟敷席
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a temporary sash seat for watching sumo wrestling, which is installed on the floor of a gymnasium, multi-purpose hall or the like.

【0002】[0002]

【発明が解決しようとする課題】相撲の地方巡業場所に
あっては、その地方の体育館や多目的ホール等が会場に
使用される。この場合、観戦席は、これらのフロアーの
中心に作られる土俵の周囲に、単に畳や板材を敷き詰め
ただけのものが多く、土俵から遠く離れた後列の席から
は観戦し難い。
[Problems to be Solved by the Invention] In sumo wrestling places, local gymnasiums or multipurpose halls are used as venues. In this case, the spectator seats often consist of tatami mats and planks simply laid out around the rings formed in the center of these floors, making it difficult to watch from the back row seats far away from the rings.

【0003】一方、僅か数日程度の地方巡業場所の会場
に、本場所で使用されるような本格的な階段状の桟敷席
を組み立てることは、時間的、規模的、費用的にほとん
ど不可能であった。
On the other hand, it is almost impossible in time, scale, and cost to assemble a full-scale staircase-like seating seat used at this place in a venue of a local touring place for only a few days. Met.

【0004】本発明は、このような課題を解決したもの
であり、簡単かつ迅速に組立てることができる本格的な
階段状の相撲観戦用桟敷席の提供を目的とする。
The present invention has been made to solve the above problems, and an object of the present invention is to provide a full-scale, step-like sumo wagon seat for seating that can be assembled easily and quickly.

【0005】[0005]

【課題を解決するための手段】上記の目的を達成する本
発明は、土俵の周囲に後段ほど高くなる階段状に設置さ
れる桟敷席であって、各段の桟敷席が、複数に分割され
た桟敷板片を組合せてなる前後方向に長い長方形状の桟
敷板と、該桟敷板の長辺部を床面上に支持する矩形状の
支持枠とよりなる。そして、矩形状の支持枠は、その水
平な上弦材が前記桟敷板の長辺部を、これに隣接する他
の桟敷板の長辺部とともに支持可能な角形断面に形成さ
れる。また、その前部の垂直な建地材下端と後部の垂直
な建地材上端とが連結ピンを介して連結可能に形成され
る。さらに、上記前後の建地材間中央部に位置する垂直
な補強用建地材の下端および後部建地材の下端が、それ
ぞれ高さの異なる支持脚又は腰枠と連結ピンを介して連
結可能に形成されている。
Means for Solving the Problems The present invention which achieves the above object is a sill seat which is installed around the ring in a staircase shape which becomes higher toward the rear stage. And a rectangular supporting board which is long in the front-rear direction and is formed by combining the supporting board pieces, and a rectangular supporting frame for supporting the long side portion of the supporting board on the floor surface. Further, the rectangular support frame is formed in a rectangular cross section in which the horizontal upper chord member can support the long side portion of the above-mentioned slab along with the long side portions of other adjacent slabs. In addition, the lower end of the vertical building material at the front portion and the upper end of the vertical building material at the rear portion are formed to be connectable via a connecting pin. Further, the lower end of the vertical reinforcing building material located at the center between the front and rear building materials and the lower end of the rear building material can be connected to supporting legs or waist frames having different heights via connecting pins. Is formed in.

【0006】[0006]

【発明の実施の形態】図1は、多目的ホールの床面中央
部に土俵を作り、その周囲に観戦席を配設したところを
示す平面図である。同図において1列〜18列はいずれ
も升席を示したものであるが、そのうち1〜4列は畳敷
きの升席であり、5列目以後が本発明に係る仮設桟敷席
により形成された升席となっている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is a plan view showing a multi-purpose hall in which a ring is formed in the center of the floor and a spectator seat is arranged around the ring. In the figure, 1st to 18th rows are all shown as a sash seat. Among them, 1st to 4th rows are tatami-matted seats, and the 5th and subsequent rows are formed by the temporary sash seats according to the present invention. It has become a large seat.

【0007】すなわち、図2に示すように、5列目以後
の升席は最低段から最高段まで縦7段に連結された仮設
桟敷席(A1)(B2)〜(B7)上に、それぞれ2列
ずつ形成されている。2段目以後の仮設桟敷席(B2)
〜(B7)は、請求項1に係るものであり、いずれも同
一構造をなし、それぞれ高さの異なる支持脚(C1)〜
(C2)及び腰枠(C3)〜(C5)を取付けることに
より階段状としたものである。
That is, as shown in FIG. 2, the seats in the fifth and subsequent rows are respectively arranged on the temporary sash seats (A1), (B2) to (B7) connected in seven rows from the lowest row to the highest row. Two rows are formed. Temporary pier seats (B2) after the second stage
~ (B7) relates to claim 1, all of which have the same structure, and support legs (C1) having different heights, respectively.
(C2) and waist frames (C3) to (C5) are attached to form a staircase.

【0008】まず、2段目以後の仮設桟敷席(B2)〜
(B7)の構造について説明すると、これらの桟敷席
は、いずれも升形を縦に2つ合せた形の長方形状をなす
桟敷板1と、その長辺部を床面上に支持する支持枠2と
で構成されている。
First, the temporary sash seats (B2) from the second stage onward
Explaining the structure of (B7), each of these cross-section seats is a cross-section board 1 having a rectangular shape in which two boxes are vertically combined, and a support frame 2 for supporting the long side portions thereof on the floor surface. It consists of and.

【0009】桟敷板1は運搬性を考慮して図3に示すよ
うに、その長手方向で4つの桟敷板片11 〜14 に分割
してあり、これらを現場で組合せるようになっている。
各桟敷板片11 〜14 は、図4(イ)(ロ)(ハ)に示
すように、厚さ12mmのコンパネ1aを1794×7
02mmの長方形状に形成し、これをその裏面側に配設
した複数本の角管材1bとつなぎ材1cで補強したもの
である。
As shown in FIG. 3, the plank board 1 is divided into four plank board pieces 1 1 to 14 in the longitudinal direction in consideration of transportability, and these can be combined on site. There is.
Each gallery plate pieces 1 1 to 1 4, Fig. 4 (a) (b) as shown in (c), a thickness of 12mm control panel 1a the 1794 × 7
It is formed in a rectangular shape of 02 mm and is reinforced by a plurality of square tube members 1b and a connecting member 1c arranged on the back surface side.

【0010】支持枠2は、図5(イ)(ロ)に示すよう
に、水平方向に長い上弦材2aと下弦材2b、上弦材と
下弦材の前端部および後端部を垂直につなぐ前・後の建
地材2c,2d、上記前後の建地材2c,2d間に垂直
に配設されて上弦材と下弦材をつなぐ複数本の補強用建
地材2eで構成された矩形状の枠体である。
As shown in FIGS. 5 (a) and (b), the support frame 2 is a front chord member 2a and a bottom chord member 2b that are long in the horizontal direction, and a front end portion and a rear end portion of the top chord member and the bottom chord member are vertically connected. -A rectangular shape composed of the rear building materials 2c and 2d and a plurality of reinforcing building materials 2e vertically arranged between the front and rear building materials 2c and 2d and connecting the upper chord member and the lower chord member. It is a frame.

【0011】上弦材2aは、図6に示すように、水平辺
75mm、垂直辺45mmの扁平な角形をなす厚さ2.3
mmの角管材で形成されており、その全長L1 は、4つ
の桟敷板片11 〜14 を組合せてなる桟敷板1の長辺長
さにほぼ等しい2830mmとなっている。上弦材2a
の上面中央部には、そのほぼ全長に亙る高さ25mmの
取付けプレート3が設けてあり、上面の前端部には、同
じく高さ25mmのエンドプレート4が取付プレート3
と直交に設けてある。これらのプレート3,4は、上弦
材2a上面に支持する前記桟敷板1の動きを固定するた
めのものである。
As shown in FIG. 6, the upper chord member 2a has a thickness 2.3 which is a flat prism having a horizontal side of 75 mm and a vertical side of 45 mm.
It is formed of a square tube material of mm, and its total length L 1 is 2830 mm, which is approximately equal to the long side length of the cross plate 1 formed by combining the four cross plate pieces 1 1 to 14. Upper chord material 2a
A mounting plate 3 having a height of 25 mm is provided in the central portion of the upper surface of the mounting plate 3 having a height of 25 mm, and an end plate 4 having a height of 25 mm is also mounted at the front end of the upper surface.
It is provided orthogonally to. These plates 3 and 4 are for fixing the movement of the crossboard 1 supported on the upper surface of the upper chord member 2a.

【0012】前方の建地材2Cは、直径42.7mm、厚
さ2.5mm、長さ77.5mmの円形管を、上弦材2aの
前端部下面に垂直に溶接し、その下端開孔2c′内より
連結ピン5を突出させたものである。
As the front building material 2C, a circular pipe having a diameter of 42.7 mm, a thickness of 2.5 mm and a length of 77.5 mm is vertically welded to the lower surface of the front end portion of the upper chord member 2a, and the lower end opening 2c thereof is formed. The connecting pin 5 is projected from the inside of ′.

【0013】この連結ピン5は、直径36.4、厚さ2.5
mmの円形管を長さ177mmに形成し、先端に丸みを
付けたものであり、その上部77mmを上記前方建地材
2cの下端開孔内に嵌入し、連通ボルト6で固定されて
いる。
The connecting pin 5 has a diameter of 36.4 and a thickness of 2.5.
A circular pipe having a length of 177 mm is formed with a length of 177 mm, and the tip thereof is rounded. The upper portion of 77 mm is fitted into the lower end opening of the front building material 2c and is fixed by the communication bolt 6.

【0014】後方の建地材2dは、前方の建地材2cと
同じ直径42.7mm、厚さ2.5mmの円形管を長さ28
2mmに形成し、これを上弦材2aの後端面に半円形の
切欠を設けて垂直に溶接したものである。この後方建地
材2dの上端開孔2d″は、後段に位置する支持枠の前
記連結ピン5が嵌入される連結孔となっており、下端開
孔2d′は、後述する支持脚C1〜C2及び腰枠C3〜
C5の連結ピン7を嵌入する連結孔となっている。この
ため後方の建地材は、その上端開孔2d″が上弦材2a
の上面より上方に位置(図示例では、上弦材の上面より
上方57.5mmに位置)するように溶接されている。
The rear building material 2d is a circular pipe having a diameter of 42.7 mm and a thickness of 2.5 mm, which is the same as that of the front building material 2c.
It is formed to have a thickness of 2 mm, and this is welded vertically with a semicircular cutout provided in the rear end surface of the upper chord member 2a. The upper end opening 2d ″ of the rear building material 2d is a connecting hole into which the connecting pin 5 of the supporting frame located at the rear stage is fitted, and the lower end opening 2d ′ is the supporting legs C1 to C2 described later. And waist frame C3 ~
It is a connecting hole into which the connecting pin 7 of C5 is fitted. Therefore, in the rear building material, the upper end opening 2d ″ has the upper chord member 2a.
Are welded so as to be positioned above the upper surface (in the illustrated example, located 57.5 mm above the upper surface of the upper chord member).

【0015】補強用建地材2e,2eは、前後の建地材
2c,2dのちょうど中間部と、該中間部と前方建地材
2cとの中間部の2ケ所に配設してある。これらの補強
用建地材2e,2eは、いずれも直径42.7mm、厚さ
2.5mm、長さ179.5mmの円形管を上弦材2aの下
面に垂直に溶接したものであり、その下端開孔2e′が
前述した後方の建地材2dと同様に支持脚C1〜C2及
び腰枠C3〜C5の連結孔として使用されるようになっ
ている。
The reinforcing building materials 2e and 2e are arranged at two places, that is, in the middle of the front and rear building materials 2c and 2d, and in the middle between the middle building and the front building material 2c. These reinforcing building materials 2e, 2e are all 42.7 mm in diameter and thickness.
A circular pipe having a length of 2.5 mm and a length of 179.5 mm is vertically welded to the lower surface of the upper chord member 2a, and its lower end opening 2e 'has supporting legs C1 to C2 similar to the rear building material 2d described above. And is used as a connecting hole for the waist frames C3 to C5.

【0016】下弦材2bは、3つに分割してあり、前方
の建地材2cと補強用建地材2eの下端部間、補強用建
地材2eと2eの下端部間、補強用建地材2eと後方の
建地材2dの下端部間に溶接して設けられている。
The lower chord member 2b is divided into three parts. The lower chord member 2c and the lower end portion of the reinforcing building material 2e, the lower end portions of the reinforcing building materials 2e and 2e, and the reinforcing building member are divided into three parts. It is provided by welding between the base material 2e and the lower end portion of the rear building material 2d.

【0017】これらの下弦材2bは、直径34mm、厚
さ2.3mmの円形管で形成したものである。なお、上弦
材2aと下弦材2bの間に溶接してある2fは、縦14
5.5mm、横50mm、厚さ4.5mmの板で形成した補
強用の束材である。また、後方の建地材2d、補強用建
地材2e、下弦材2bに設けられた8は、いずれも筋交
材9(図3参照)を取付けるためのグラビティロックで
ある。筋交材9は、当該支持枠2と、その左右両隣に配
設され、桟敷板1の他方の長辺部を支持する他の支持枠
とを互い固定するものであり、図7,8,9に示す3種
のものが使用されている。
The lower chord member 2b is a circular tube having a diameter of 34 mm and a thickness of 2.3 mm. Note that 2f welded between the upper chord member 2a and the lower chord member 2b has a length of 14
It is a reinforcing bundle made of a plate having a size of 5.5 mm, a width of 50 mm, and a thickness of 4.5 mm. 8 provided on the rear building material 2d, the reinforcing building material 2e, and the lower chord member 2b are all gravity locks for attaching the bracing material 9 (see FIG. 3). The bracing members 9 are for fixing the supporting frame 2 and other supporting frames arranged on both left and right sides of the supporting frame 2 and supporting the other long side portion of the beam 1 to each other. Three types shown in 9 are used.

【0018】図10〜11及び図12〜14は、いずれ
も後方の建地材2dの下端開孔2d′および補強用建地
材2eの下端開孔2e′に取付ける支持脚及び腰枠を示
している。すなわち、図10に示す支持脚C1は、前か
ら3段目の支持枠に取付けるものである。この支持脚
は、縦・横140mm、厚さ6mmのベースプレート1
0の中央部に、直径42.7mm、厚さ2.5mmの円形管
で形成した高さT180mmの支柱11を立設し、その
上端開孔11′内より連結ピン7を突出させてなるもの
である。連結ピン7は、先端に丸みを付けた直径36.4
mm、長さ220mmの円形管で形成してあり、その下
部100mmが支柱11内に挿入され、溶接で固定され
ている。
FIGS. 10 to 11 and 12 to 14 respectively show a support leg and a waist frame which are attached to the lower end opening 2d 'of the rear building material 2d and the lower end opening 2e' of the reinforcing building material 2e. There is. That is, the support leg C1 shown in FIG. 10 is attached to the support frame in the third stage from the front. This support leg is a base plate 1 with a length and width of 140 mm and a thickness of 6 mm.
A pillar 11 with a height of T180mm formed by a circular tube having a diameter of 42.7mm and a thickness of 2.5mm is erected at the center of 0, and the connecting pin 7 is projected from the upper end opening 11 '. Is. The connecting pin 7 has a rounded tip with a diameter of 36.4.
It is formed of a circular tube having a length of 220 mm and a length of 220 mm, and the lower portion of 100 mm is inserted into the column 11 and fixed by welding.

【0019】図11に示す支持脚C2は、4段目の支持
枠に取付けるものであり、支柱11の高さTが図10の
場合より180mm高い360mmに形成され、該支柱
の上部と下部にグラビティロック8が設けられている以
外は、図10の支持脚C1と全く同じ構造である。
The support leg C2 shown in FIG. 11 is to be attached to the support frame at the fourth stage, and the height T of the column 11 is 360 mm, which is 180 mm higher than that in the case of FIG. The structure is exactly the same as the support leg C1 in FIG. 10 except that the gravity lock 8 is provided.

【0020】図12(イ)に示す腰枠C3は、5段目の
支持枠に取付けるものであり、2本の支柱11,11を
上下の水平材12,12でつないだ枠形をなしている。
2本の支柱11,11は、直径42.7mm、厚さ2.5m
mの円形管を高さT515mmに形成し、その上端開孔
内より連結ピン7を突出させてなるものである。この連
結ピン7は、同図(ロ)に示すように、中央部7bが大
径に形成された上下挿入型のものであり、その中央部は
直径42.7mm、長さ25mmに、上下のピン部7a,
7aは直径36.4mm、長さ100mmに形成されてい
る。連結ピン7は、その一方のピン部7aを各支柱1
1,11の上端開孔11′内に挿入し、固定ピン6で固
定されている。
The waist frame C3 shown in FIG. 12 (a) is attached to the fifth-stage support frame, and has a frame shape in which two columns 11 and 11 are connected by upper and lower horizontal members 12 and 12. There is.
The two columns 11 and 11 have a diameter of 42.7 mm and a thickness of 2.5 m.
A circular tube of m is formed to have a height of T515 mm, and the connecting pin 7 is projected from inside the upper end opening. This connecting pin 7 is of a vertical insertion type in which a central portion 7b is formed with a large diameter, as shown in FIG. 2B, and the central portion has a diameter of 42.7 mm and a length of 25 mm, Pin portion 7a,
7a is formed with a diameter of 36.4 mm and a length of 100 mm. The connecting pin 7 has one pin portion 7a attached to each of the columns 1.
They are inserted into the upper end openings 11 ′ of the terminals 1 and 11 and fixed by the fixing pin 6.

【0021】また、2本の支柱11,11の軸間隔W2
は、前記第5図(ロ)に示した支持枠2の後方の建地材
2dと、その前方に位置する補強用建地材2eとの軸間
隔W1 にちょうど一致するように形成されている。これ
らの水平材12,12は、直径42.7mm、厚さ2.5m
mの円形管で形成したものである。
Further, the axial distance W 2 between the two columns 11 and 11
Is formed so as to exactly match the axial distance W 1 between the building material 2d behind the support frame 2 and the reinforcing building material 2e located in front of it, as shown in FIG. 5B. There is. These horizontal members 12, 12 have a diameter of 42.7 mm and a thickness of 2.5 m.
It is formed by a circular tube of m.

【0022】なお、上下の水平材12,12間に配設し
てある13は、直径34mm、厚さ2.5mmの円形管で
形成した補強材である。また、2本の支柱11,11の
上部と下部、下水平材12の両端部に設けられた8は、
いずれもグラビティロックである。
The reference numeral 13 provided between the upper and lower horizontal members 12 is a reinforcing member formed of a circular tube having a diameter of 34 mm and a thickness of 2.5 mm. Further, 8 provided on the upper and lower parts of the two columns 11, 11 and on both ends of the lower horizontal member 12,
Both are gravity rocks.

【0023】図13に示す腰枠C4は、6段目の支持枠
に取付けるものであり、2本の支柱11,11の高さT
が図12の場合より180mm高い695mmに形成し
てある以外は、図12の腰枠C3と全く同じ構造であ
る。
The waist frame C4 shown in FIG. 13 is attached to the support frame of the sixth stage and has a height T of the two columns 11 and 11.
12 has exactly the same structure as the waist frame C3 of FIG. 12, except that it is formed to be 695 mm, which is 180 mm higher than the case of FIG.

【0024】図14に示す腰枠C5は、7段目の支持枠
に取付けるものであり、2本の支柱11,11の高さT
が図13の場合より180mm高い875mmに形成さ
れ、補強材14が増加されている以外は、図13の腰枠
C4と全く同じ構造である。
The waist frame C5 shown in FIG. 14 is attached to the support frame of the seventh stage, and the height T of the two columns 11 is 11.
13 is formed to be 875 mm, which is 180 mm higher than the case of FIG. 13, and has the same structure as the waist frame C4 of FIG. 13 except that the reinforcing material 14 is increased.

【0025】次に、図15(イ)(ロ)および図16
は、最低段である1段目の升席(5列,6列)を形成す
る請求項2の仮設桟敷席A1の支持枠20を示してい
る。この支持枠20は、前記支持枠2の上弦材2aを形
成する角管材と全く同様の角管材15を使用し、その下
面の前・後両端部にベースプレート161 ,162 を取
付け、後部ベースプレート162 の上面に、中心が角管
材15の軸15′に一致する円形管17を立設し、該円
形管の上端開孔17′と、前記桟敷席B2〜B7に用い
る矩形状支持枠2の前方建地材2cの下端とを、前記連
結ピン5を介して連結できるようにしたものである。
Next, FIGS. 15A and 15B and FIG.
Shows the support frame 20 of the temporary sash seat A1 of claim 2 which forms the lowest one-row seat (5 rows, 6 rows). This support frame 20 uses a square pipe material 15 that is exactly the same as the square pipe material that forms the upper chord member 2a of the support frame 2, and has base plates 16 1 and 16 2 attached to the front and rear ends of its lower surface, and a rear base plate. 16 2 of the top surface, 'erected a circular pipe 17 that matches the upper end opening 17 of the circular section tube' center axis 15 of the square pipe member 15 rectangular support frame 2 and is used to the gallery seat B2~B7 The lower end of the front building material 2c can be connected via the connecting pin 5.

【0026】角管材15の上面には、前記上弦材2aと
同様、高さ25mmの取付けプレート3とエンドプレー
ト4が設けてあり、その上に支持する前記同様の桟敷板
1の動きが固定されるようになっている。前・後のベー
スプレート161 ,162 は140×140mm、厚さ
6mmの鋼板で形成してあり、また円形管17は、直径
42.7mm、厚さ2.5mmで、高さTが102.5mmに
形成されている。なお、図示例では、角管材15の中央
部下面にもベースプレート163 ,163 を取付け、こ
れにグラビティロック8を設けている。これらのグラビ
ティロックは、隣合う同様の支持枠20どうし間を固定
する筋交材及びつなぎ材9を取付けるものである。
As with the upper chord member 2a, a mounting plate 3 and an end plate 4 having a height of 25 mm are provided on the upper surface of the square tube member 15, and the movement of the above-mentioned supporting board 1 supported thereon is fixed. It has become so. The front and rear base plates 16 1 and 16 2 are made of a steel plate having a size of 140 × 140 mm and a thickness of 6 mm, and the circular tube 17 has a diameter of 42.7 mm, a thickness of 2.5 mm and a height T of 10 2. It is formed to 5 mm. In the illustrated example, the base plates 16 3 and 16 3 are also attached to the lower surface of the central portion of the square tube member 15, and the gravity lock 8 is provided on this. These gravity locks are provided with a bracing member and a connecting member 9 for fixing between adjacent supporting frames 20 of the same type.

【0027】上記構成よりなる仮設桟敷席A1,B2〜
B7を組立てるには、前記図3に示すように、まず最低
段である1段目の仮設桟敷席A1の支持枠20を必要数
土俵のまわりに並べて配設し、隣合うものどうしを筋交
材9で固定する。次いで、これらの支持枠20の後方
に、それぞれ2段目となる仮設桟敷席B2の支持枠2を
配設し、その前建地材2cの下端に取付けてある連結ピ
ン5を1段目の支持枠20の円形管17に嵌入する。
Temporary sash seats A1 and B2 having the above structure
In order to assemble B7, first, as shown in FIG. 3, first, the supporting frames 20 of the lowest-stage first-tier temporary sash seat A1 are arranged side by side around the necessary number of rings, and the adjoining ones are braced. Secure with material 9. Next, behind the support frames 20, the support frames 2 of the temporary sash seats B2, which are the second stage, are respectively arranged, and the connecting pins 5 attached to the lower end of the front building material 2c are arranged in the first stage. It fits into the circular tube 17 of the support frame 20.

【0028】こうして、2段目の各支持枠2を1段目の
支持枠20に連結した後、2段目支持枠2の隣合うもの
どうしを筋交材9で固定する。次いで2段目の各支持枠
2の後方に、予め支持脚C1を取付けた3段目の支持枠
2を配置し、その前建地材2cの下端に取付けてある連
結ピン5を2段目支持枠2の後建地材2d上端開孔2
d″内に嵌入する。
In this way, after connecting the second-stage support frames 2 to the first-stage support frame 20, adjacent members of the second-stage support frame 2 are fixed by bracing members 9. Next, behind each of the second-stage support frames 2, the third-stage support frame 2 to which the support legs C1 are attached in advance is arranged, and the connecting pin 5 attached to the lower end of the front building material 2c is attached to the second-stage. Rear building material 2d Upper end opening 2 of support frame 2
fit in d ″.

【0029】こうして、3段目の各支持枠2を2段目の
支持枠2に連結した後、3段目支持枠2の隣合うものど
うしを筋交材9で固定する。以後、予め支持脚C2を取
付けた4段目の支持枠2、同じく支持脚C3を取付けた
5段目の支持枠2、同じく支持脚C4を取付けた6段目
の支持枠2、同じく支持脚C5を取付けた7段目の支持
枠2を、前記同様に順次配置し、連結し、筋交材で固定
する。
In this way, after connecting each support frame 2 of the third stage to the support frame 2 of the second stage, adjacent members of the support frame 2 of the third stage are fixed by braces 9. Thereafter, the fourth-stage support frame 2 to which the support legs C2 are previously attached, the fifth-stage support frame 2 to which the support legs C3 are similarly attached, the sixth-stage support frame 2 to which the support legs C4 are similarly attached, and the same support legs as well. The seventh-stage support frame 2 to which C5 is attached is sequentially arranged in the same manner as described above, connected, and fixed with a bracing member.

【0030】このようにして、1段目〜7段目の支持枠
A1,B2〜B7を階段状に設置した後、各段の隣合う
支持枠どうしの上面間に4枚の桟敷板片11 〜14 を組
合せなる桟敷板1を嵌め込んで敷設してゆくと、全ての
組立が完了する。
In this way, after the support frames A1, B2 to B7 of the first to the seventh steps are installed in a stepwise manner, four pieces of the laid board pieces 1 are provided between the upper surfaces of the adjacent support frames of the respective steps. When slide into laying fitted the gallery plate 1 made combining 1 to 1 4, all assembled is completed.

【0031】なお、5段目〜7段目の仮設桟敷席B5〜
B7には、図1および図17(イ)(ロ)に示すよう
に、安全柵18および手摺付きの昇降用階段19が適宜
設けられるようになっている。
Incidentally, the temporary berth seats B5 to the fifth stage to the seventh stage
As shown in FIGS. 1 and 17A and 17B, a safety fence 18 and a staircase 19 for lifting and lowering with a handrail are appropriately provided at B7.

【0032】[0032]

【発明の効果】以上に説明したとおり、本発明によれ
ば、本格的な段階状の相撲観戦用桟敷席を簡単な嵌め込
み作業のみで誰でも迅速に組立てることができる。した
がって、地方巡業場所の臨時の桟敷席として最適であ
る。
As described above, according to the present invention, anyone can quickly assemble a full-fledged stage-like sumo watching mattress seat by a simple fitting operation. Therefore, it is most suitable as a temporary sash seat at a local touring place.

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

【図1】本発明仮設桟敷席の配置例を模式的に示す平面
図である。
FIG. 1 is a plan view schematically showing an arrangement example of a temporary sash seat of the present invention.

【図2】本発明仮設桟敷席の側面図である。FIG. 2 is a side view of the temporary sash seat of the present invention.

【図3】図2の要部平面図である。FIG. 3 is a plan view of a main part of FIG. 2;

【図4】本発明に係る桟敷板片を説明する図で、(イ)
は平面図、(ロ)は底面図、(ハ)は正面図である。
FIG. 4 is a view for explaining a crosspiece plate piece according to the present invention, (a)
Is a plan view, (b) is a bottom view, and (c) is a front view.

【図5】2段目以後の本発明仮設桟敷席に用いる支持枠
を説明する図で、(イ)は平面図、(ロ)は側面図であ
る。
5A and 5B are views for explaining a support frame used for the temporary sash seat of the present invention after the second stage, in which (A) is a plan view and (B) is a side view.

【図6】図5の拡大正面図である。FIG. 6 is an enlarged front view of FIG.

【図7】本発明に使用する筋交材を示す平面図である。FIG. 7 is a plan view showing a bracing material used in the present invention.

【図8】本発明に使用するつなぎ材を示す平面図であ
る。
FIG. 8 is a plan view showing a tie material used in the present invention.

【図9】本発明に使用する筋交材を示す平面図である。FIG. 9 is a plan view showing a bracing material used in the present invention.

【図10】本発明に使用する支持脚を示す側面図であ
る。
FIG. 10 is a side view showing a support leg used in the present invention.

【図11】本発明に使用する支持脚を示す側面図であ
る。
FIG. 11 is a side view showing a supporting leg used in the present invention.

【図12】本発明に使用する腰枠を示す図で、(イ)は
側面図、(ロ)は要部拡大図である。
FIG. 12 is a view showing a waist frame used in the present invention, (a) is a side view, and (b) is an enlarged view of a main part.

【図13】本発明に使用する腰枠を示す側面図である。FIG. 13 is a side view showing a waist frame used in the present invention.

【図14】本発明に使用する腰枠を示す側面図である。FIG. 14 is a side view showing a waist frame used in the present invention.

【図15】1段目の本発明仮設桟敷席に用いる支持枠を
説明する図で、(イ)は平面図、(ロ)は側面図であ
る。
15A and 15B are views illustrating a support frame used for the first-stage temporary cross-legged seat of the present invention, in which (A) is a plan view and (B) is a side view.

【図16】図15のA−A断面拡大図である。16 is an enlarged cross-sectional view taken along the line AA of FIG.

【図17】安全柵および昇降用階段を設けた本発明仮設
桟敷席を示す図で、(イ)は側面図、(ロ)は背面図で
ある。
FIG. 17 is a diagram showing a temporary sash seat of the present invention provided with a safety fence and stairs for raising and lowering, where (a) is a side view and (b) is a rear view.

【符号の説明】[Explanation of symbols]

A1 桟敷席 B2〜B7 桟敷席 C1〜C2 支持脚 C3〜C5 腰枠 1 桟敷板 11 〜14 桟敷板片 2 矩形状支持枠(桟敷席B2〜B7用) 2a 上弦材 2b 下弦材 2c 前方建地材 2d 後方建地材 2e 補強用建地材 5 連結ピン(支持枠側) 7 連結ピン(支持脚側) 11 支持脚の支柱 15 角管材 16 ベースプレート 17 円形管 20 支持枠(桟敷席A1用)A1 Pillar seat B2 to B7 Pillar seat C1 to C2 Support legs C3 to C5 Waist frame 1 Pillar plate 1 1 to 1 4 Pillar plate piece 2 Rectangular support frame (for parlor seat B2 to B7) 2a Upper chord member 2b Lower chord member 2c Front Building materials 2d Rear building materials 2e Reinforcing building materials 5 Connecting pins (support frame side) 7 Connecting pins (support leg side) 11 Support leg columns 15 Square tube material 16 Base plate 17 Circular tube 20 Support frame (Pier seat A1 for)

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 土俵の周囲に後段ほど高くなる階段状に
設置される桟敷席であって、各段の桟敷席が、複数に分
割された桟敷板片を組合せてなる前後方向に長い長方形
状の桟敷板と、該桟敷板の長辺部を床面上に支持する矩
形状の支持枠とよりなり、支持枠は、その水平な上弦材
が前記桟敷板の長辺部を、これに隣接する他の桟敷板の
長辺部とともに支持可能な角形断面に形成され、かつ、
その前部の垂直な建地材下端と後部の垂直な建地材上端
とが連結ピンを介して連結可能に形成されるとともに、
上記前後の建地材間中央部に位置する垂直な補強用建地
材の下端および後部建地材の下端が、それぞれ高さの異
なる支持脚、又は腰枠と連結ピンを介して連結可能に形
成されていることを特徴とする相撲観戦用仮設桟敷席。
1. A slab seat installed around the ring in a staircase shape that becomes higher toward the rear, and each sash seat is a rectangular shape that is long in the front-rear direction and is formed by combining a plurality of slab plate pieces. And a rectangular support frame that supports the long side portion of the cross plate on the floor surface. The horizontal upper chord member of the support frame is adjacent to the long side portion of the cross plate. Is formed into a square cross-section that can be supported together with the long sides of the other planks, and
The front vertical building material lower end and the rear vertical building material upper end are formed so as to be connectable via a connecting pin,
The lower end of the vertical reinforcing building material located at the center between the front and rear building materials and the lower end of the rear building material can be connected to the supporting legs having different heights or the waist frame via connecting pins. Temporary berth seats for watching sumo, characterized by being formed.
【請求項2】 複数に分割された桟敷板片を組合せてな
る前後方向に長い長方形状の桟敷板と、該桟敷板との長
辺部を床面上に支持する支持枠とよりなり、支持枠は、
その上面に前記桟敷板の長辺部を、これに隣接する他の
桟敷板の長辺部とともに支持可能な角管材と、該角管材
下面の前後両端部に設けられたベースプレートと、後部
ベースプレート上に、中心を前記角管材の軸に一致させ
て立設された円形管とで構成され、円形管の上端が連結
ピンを介して請求項1に記載の矩形状支持枠の前部建地
材下端と連結可能に形成されていることを特徴とする相
撲観戦用仮設桟敷席。
2. A support, which comprises a rectangular slab that is long in the front-rear direction and is formed by combining a plurality of slab plates, and a support frame that supports the long sides of the slab on the floor. The frame is
On the upper surface thereof, a rectangular pipe material capable of supporting the long side portion of the above-mentioned slab along with the long side portions of other adjacent siding plates, base plates provided at both front and rear end portions of the lower surface of the square pipe material, and a rear base plate 2. The front part of the rectangular support frame according to claim 1, further comprising a circular tube that is erected with its center aligned with the axis of the square tube material, and the upper end of the circular tube is provided with a connecting pin. Temporary berth seat for watching Sumo, characterized by being formed so that it can be connected to the lower end.
JP26932695A 1995-09-21 1995-09-21 Provisionally erected balcony seat for sumo watching Pending JPH0988362A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26932695A JPH0988362A (en) 1995-09-21 1995-09-21 Provisionally erected balcony seat for sumo watching

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26932695A JPH0988362A (en) 1995-09-21 1995-09-21 Provisionally erected balcony seat for sumo watching

Publications (1)

Publication Number Publication Date
JPH0988362A true JPH0988362A (en) 1997-03-31

Family

ID=17470805

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26932695A Pending JPH0988362A (en) 1995-09-21 1995-09-21 Provisionally erected balcony seat for sumo watching

Country Status (1)

Country Link
JP (1) JPH0988362A (en)

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