JPH07127180A - Method of assembling construction of roof structure of connecting corridor and jig for assembling roof structure of connecting corridor - Google Patents

Method of assembling construction of roof structure of connecting corridor and jig for assembling roof structure of connecting corridor

Info

Publication number
JPH07127180A
JPH07127180A JP30106593A JP30106593A JPH07127180A JP H07127180 A JPH07127180 A JP H07127180A JP 30106593 A JP30106593 A JP 30106593A JP 30106593 A JP30106593 A JP 30106593A JP H07127180 A JPH07127180 A JP H07127180A
Authority
JP
Japan
Prior art keywords
jig
roof structure
joint
members
corridor
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
JP30106593A
Other languages
Japanese (ja)
Other versions
JP2529158B2 (en
Inventor
Yoshinosuke Shimano
良之右 島野
Takemasa Tanimura
▲たけ▼政 谷村
Takemi Yasumi
竹水 八隅
Sho Kido
祥 城戸
Teruo Yokota
暉生 横田
Yukihide Numaguchi
行秀 沼口
Michio Keii
道夫 慶伊
Katsuhide Murakami
勝英 村上
Ryoichi Shiroyama
良一 白山
Yasuhiko Kusaka
泰彦 日下
Takeshi Sasaki
健 佐々木
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.)
Kajima Corp
Nikken Sekkei Ltd
Shirayama KK
Original Assignee
Kajima Corp
Nikken Sekkei Ltd
Shirayama 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 Kajima Corp, Nikken Sekkei Ltd, Shirayama KK filed Critical Kajima Corp
Priority to JP5301065A priority Critical patent/JP2529158B2/en
Publication of JPH07127180A publication Critical patent/JPH07127180A/en
Application granted granted Critical
Publication of JP2529158B2 publication Critical patent/JP2529158B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To facilitate the execution of works by installing a jig onto a rail in a retreatable manner, mounting joint members outside a plurality of joint positioning tools set up to the jig and manufacturing a dome having frames using triangles as units. CONSTITUTION:A jig 32 consisting of arched aggregate 36 and horizontal aggregate 37 is carried and fixed at specified positions on rails 31, and a plurality of joint positioning tools 45 are mounted outside the horizontal aggregate 37 of the jig 32. Joint members J with six blades are set up outside the joint positioning tools 45 while being positioned in space through liners 51. Horizontal members and diagonal members as beam members are installed among the joint members J, a dome having frames using triangles as units is manufactured outside the jig 32, and triangular glass plates are mounted outside the frames. Accordingly, the roof structure of a fast connecting corridor can be assembled accurately.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、渡廊下の屋根構造組立
用治具および渡廊下の屋根構造の組立工法に関するもの
である。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a jig for assembling a roof structure for a corridor and a method for assembling a roof structure for a corridor.

【0002】[0002]

【従来の技術】従来、渡廊下の屋根構造は、縦材に複数
のアーチ型の骨材を用い、横材に直線型の方向に材を用
いて骨格をつくり、これにガラス板などを取り付ける構
造となっていた。
2. Description of the Related Art Conventionally, in a roof structure of a corridor, a plurality of arch-shaped aggregates are used as vertical members and a skeleton is formed by using linear members as horizontal members, and a glass plate or the like is attached thereto. It was structured.

【0003】[0003]

【発明が解決しようとする課題】しかし、前記従来の渡
廊下の屋根構造は、耐震性において必ずしも十分といえ
ず、また、デザイン上も平凡になるという課題があっ
た。本発明は、このような課題を解決することを目的と
する。
However, the conventional roof structure of the corridor is not always sufficient in terms of earthquake resistance, and there is a problem in that it is mediocre in design. The present invention aims to solve such problems.

【0004】[0004]

【課題を解決するための手段】上記目的を達成するた
め、本発明は次のような渡廊下の屋根構造の組立工法お
よび渡廊下の屋根構造組立用治具を提供する。すなわち
本発明は、治具の複数個のジョイント位置決め具それぞ
れに一定のスペースを保持してジョイント部材を固定
し、この固定した複数個のジョイント部材間に複数個の
梁部材を固定し、この複数個の梁部材に複数個のガラス
板取り付け部材を取り付け、このガラス板取り付け部材
にガラス板を取り付けて治具の長さに相当する一スパン
の屋根構造を組立て、しかる後、前記複数個のジョイン
ト部材から治具のジョイント位置決め具を離脱し、前記
治具と屋根構造とのスペースを保持したまま、その治具
をレール上の次のスパンの位置に移動させて固定し、そ
のスパンの屋根構造を前記と同様な手順で組み立てて行
くことを特徴とする、渡廊下の屋根構造の組立工法、お
よびレール上を走行可能な車輪を有し、相対抗している
2個の基台と、この2個の基台に取り付けられている略
半円形状の複数個のアーチ型骨材と、この複数個のアー
チ型骨材間に架設されている複数個の横骨材と、この横
骨材の近傍外側に設けられたジョイント部材取り付け横
材と、このジョイント部材取り付け横材上に所要の間隔
を存して取り付けられている微調整可能な複数のジョイ
ント位置決め具とを備えたことを特徴とする、渡廊下の
屋根構造組立用治具である。
In order to achieve the above object, the present invention provides the following method for assembling a roof structure for a corridor and a jig for assembling a roof structure for a corridor. That is, according to the present invention, a joint member is fixed to each of a plurality of joint positioners of a jig while maintaining a constant space, and a plurality of beam members are fixed between the plurality of fixed joint members. A plurality of glass plate mounting members are attached to each beam member, a glass plate is attached to the glass plate mounting members to assemble a roof structure of one span corresponding to the length of the jig, and then the plurality of joints are mounted. Remove the joint positioning tool of the jig from the member, move the jig to the position of the next span on the rail and fix it while keeping the space between the jig and the roof structure, and then the roof structure of that span Are assembled in the same procedure as described above, and a method of assembling a roof structure of a corridor, and two bases having wheels capable of traveling on rails and opposing each other. A plurality of semi-circular arch-shaped aggregates attached to the two bases, a plurality of transverse aggregates installed between the plurality of arch-shaped aggregates, A joint member mounting cross member provided on the outer side in the vicinity of the aggregate and a plurality of finely adjustable joint positioners mounted on the joint member mounting cross member at a required interval are provided. This is a featured jig for roof structure assembly in a corridor.

【0005】[0005]

【作用】上記治具の構成において、車輪はレール上の治
具を所定の位置に移動させる。また、ライナーは治具側
から一定の空間を保持して屋根構造のジョイント部材を
空間に位置決めする。さらにライナーは、屋根構造組立
後に取り去ることによって、屋根構造側と治具側との空
間を空け、レール上を治具が安全に移動することを可能
にする作用がある。位置決めされたジョイント部材間を
梁部材で固定することによって、ジョイント部材は、治
具撤去後もその位置決めされた位置に保持され、屋根構
造の形状を保つ作用がある。
In the above jig construction, the wheels move the jig on the rail to a predetermined position. Further, the liner holds a constant space from the jig side and positions the joint member of the roof structure in the space. Further, by removing the liner after assembling the roof structure, the liner has a function of leaving a space between the roof structure side and the jig side and allowing the jig to move safely on the rail. By fixing the positioned joint members with beam members, the joint members are held at the positioned positions even after the jig is removed, and have an effect of maintaining the shape of the roof structure.

【0006】[0006]

【実施例】本発明の実施例について、以下、図面にした
がって本発明の構成が実際上どのように具体化されるか
を、その作用とともに説明する。図1は本発明の渡廊下
の屋根構造の組立用治具の一実施例の斜視説明図であ
り、図中、31はレールである。このレール31は2本
あり、この2本のレール31・31の上には、渡廊下の
屋根構造の組み立て用治具32が移動可能に設置されて
いる。同組み立て用治具32は、基台33の下部に図2
で示すように車輪受け34を介して車輪35が回転可能
に取り付けられ、その車輪35は前記レール31上にあ
って、そのレール31上の所定の位置に停止されてい
る。また、図1の前記基台33には、縦方向にアーチ型
骨材36と、このアーチ型骨材36に直交して横骨材3
7が取り付けられる。前記アーチ型骨材36は、縦補強
材38と横補強材39・40・41によって補強され、
そのためアーチ形状が安定保持されるほか、前記横補強
材39・40・41は、渡廊下の屋根構造組み立て作業
時の、足場としての板材などを架橋する台の役割も果た
している。前記各横骨材37近傍には、その外側に、そ
れぞれジョイント部材取り付け横材42が取り付けられ
固定される。これらのジョイント部材取り付け横材42
の上には、渡廊下の屋根構造の複数のジョイント部材J
を先ず空間の一定の位置に設定するための、複数の位置
決め具45が所定の間隔をもって取り付けられている。
なお、前記アーチ型骨材36は、2個または3個に分解
または折り畳みできるようにして、他の作業現場へ運搬
し易い構成とすることもできる。
Embodiments of the present invention will now be described with reference to the drawings, showing how the construction of the present invention is actually embodied, together with its operation. FIG. 1 is a perspective explanatory view of an embodiment of a jig for assembling a roof structure for a corridor of the present invention, in which 31 is a rail. There are two rails 31, and a jig 32 for assembling the roof structure of the corridor is movably installed on the two rails 31. The assembling jig 32 is mounted on the bottom of the base 33 as shown in FIG.
A wheel 35 is rotatably attached via a wheel receiver 34 as shown by, and the wheel 35 is on the rail 31 and is stopped at a predetermined position on the rail 31. Further, the base 33 of FIG. 1 has an arch-shaped aggregate 36 in the longitudinal direction and a transverse aggregate 3 orthogonal to the arch-shaped aggregate 36.
7 is attached. The arch-shaped aggregate 36 is reinforced by vertical reinforcing members 38 and horizontal reinforcing members 39, 40, 41,
Therefore, in addition to maintaining the arch shape in a stable manner, the lateral reinforcing members 39, 40, and 41 also serve as a platform for bridging plate materials as scaffolds when assembling the roof structure in the corridor. In the vicinity of each of the horizontal aggregates 37, a joint member attaching horizontal member 42 is attached and fixed to the outside thereof. Horizontal members for attaching these joint members 42
Above the upper part is a plurality of joint members J of the roof structure of the corridor.
First, a plurality of positioning members 45 for setting the position of the space at a certain position in the space are attached at predetermined intervals.
The arch-shaped aggregate 36 can be disassembled or folded into two or three pieces so that it can be easily transported to another work site.

【0007】図3は、本発明の渡廊下の屋根構造の組立
用治具の一実施例のジョイント位置決め具45であり、
このジョイント位置決め具45は、ジョイント部材取り
付け横材42上に取り付けられて、渡廊下の屋根構造の
複数のジョイント部材Jを空間の一定の位置に決めるた
めのものである。この位置決め具45は、固定材46、
調整材47、ジョイント固定材48で構成され、それぞ
れボルト49,50によってワッシャー49a・50a
を介して組み合わせて構成される。すなわち、前記位置
決め具45の固定材46は、前記ジョイント部材取付横
材42の上に固定される。また、調整材47は長孔47
aを有しており、ボルト49およびワッシャー49aで
微調整可能に固定材46に固定される。さらにジョイン
ト固定部材48も長孔48aを有しており、ボルト50
およびワッシャー50aを用いて前記調整材47に微調
整可能に取り付けられる。前記屋根構造のジョイント部
材Jは、ライナー51を介してジョイント固定部材48
に固定される。すなわち、前記ジョイント部材Jは、六
角材1にボルト孔2を有しており、このボルト孔2を用
いて、ボルト52をジョイント固定材48の取り付け孔
48a、ライナー51の通孔51aをとおして締め付
け、ジョイント部材Jを固定して位置決めすることがで
きる。また、前記ライナー51は、ジョイント固定部材
48とジョイント部材Jとの間に介在して位置決めの役
割を果たすが、これは渡廊下の屋根構造の組み立て工事
が一区切り終わったあとは、ライナー51を取り外すこ
とによって、組み立て用治具32側をレール31上にお
いて次のスパンに移動する際に、屋根構造側と同組み立
て用治具32側との間に、適宜な隙間が構成されて、安
全にそのレール31上の組み立て用治具32を移動させ
ることができるものである。そのため、ライナー51
は、十分な隙間空間を確保できる寸法のものが必要とな
る。
FIG. 3 shows a joint positioning tool 45 of an embodiment of a jig for assembling a roof structure for a corridor of the present invention.
The joint positioning device 45 is mounted on the joint member mounting cross member 42, and is for positioning the plurality of joint members J of the roof structure of the corridor at fixed positions in space. The positioning tool 45 includes a fixing member 46,
It is composed of an adjusting material 47 and a joint fixing material 48, and washers 49a and 50a are formed by bolts 49 and 50, respectively.
It is configured by combining through. That is, the fixing member 46 of the positioning tool 45 is fixed on the joint member mounting cross member 42. Further, the adjusting material 47 is the long hole 47.
It has a and is fixed to the fixing member 46 by a bolt 49 and a washer 49a so as to be finely adjustable. Further, the joint fixing member 48 also has a long hole 48a, and the bolt 50
And it is attached to the adjusting member 47 by fine adjustment using the washer 50a. The joint member J of the roof structure has a joint fixing member 48 via a liner 51.
Fixed to. That is, the joint member J has a bolt hole 2 in the hexagonal member 1, and using the bolt hole 2, the bolt 52 is inserted through the attachment hole 48a of the joint fixing member 48 and the through hole 51a of the liner 51. The joint member J can be fixed and positioned by tightening. Further, the liner 51 plays a role of positioning by being interposed between the joint fixing member 48 and the joint member J. This is to remove the liner 51 after the assembly work of the roof structure of the corridor is completed. As a result, when the assembly jig 32 side is moved to the next span on the rail 31, an appropriate gap is formed between the roof structure side and the assembly jig 32 side, and the safety is ensured. The jig 32 for assembling on the rail 31 can be moved. Therefore, the liner 51
Must have a size that can secure a sufficient clearance space.

【0008】次に、前記治具を用いた渡廊下の屋根構造
の組立工法について説明する。まず、図1に示すように
レール31上の所定位置に、アーチ型骨材36と横骨材
37とから構成された治具32を搬送固定する。この治
具32の前記横骨材37近傍外側には、ジョイント部材
取り付け横材42があり、このジョイント部材取り付け
横材42の複数の所定位置に、固定材46と調整材47
とジョイント固定材48とからなるジョイント位置決め
具45(図3参照)が複数個取り付けられる。また、治
具32のアーチ型骨材36に取り付けられた横補強材3
9・40・41は、作業者の足場となる板材(図示せ
ず)などを架橋して作業しやすいように準備をしてお
く。渡廊下の屋根構造の組み立て作業は、先ず、その屋
根構造の核となる複数のジョイント部材Jを空間の所定
位置に設定することからはじまる。このジョイント部材
Jは、前記治具32のジョイント位置決め具45のジョ
イント固定材48にライナー51を介してボルト52で
螺合し、締め付けることによって固定される。位置決め
にあたっては、前記図3に示す微調整材47の調整可能
な長孔47a、およびジョイント固定材48の調整可能
な長孔48aの位置をスライドさせて所定位置に位置決
めした上、ボルト49、50、ナット49a、50aで
締め付ける。
Next, a method for assembling a roof structure for a corridor using the jig will be described. First, as shown in FIG. 1, a jig 32 including an arch-shaped aggregate 36 and a horizontal aggregate 37 is conveyed and fixed to a predetermined position on the rail 31. A joint member mounting lateral member 42 is provided outside the jig 32 in the vicinity of the lateral aggregate member 37, and a fixing member 46 and an adjusting member 47 are provided at a plurality of predetermined positions of the joint member mounting lateral member 42.
A plurality of joint positioning members 45 (see FIG. 3) each including the joint fixing member 48 are attached. In addition, the lateral reinforcing member 3 attached to the arch-shaped aggregate 36 of the jig 32.
9. 40 and 41 are prepared by bridging a plate material (not shown) or the like, which will be a scaffold for workers, so as to facilitate the work. The assembling work of the roof structure of the corridor begins with setting a plurality of joint members J, which are the core of the roof structure, at predetermined positions in the space. The joint member J is fixed by screwing the joint fixing member 48 of the joint positioning tool 45 of the jig 32 with a bolt 52 via a liner 51 and tightening. In positioning, the positions of the adjustable long hole 47a of the fine adjustment member 47 and the adjustable long hole 48a of the joint fixing member 48 shown in FIG. 3 are slid to the predetermined positions, and then the bolts 49, 50 are placed. , Tighten with nuts 49a and 50a.

【0009】この取り付け作業時には、ジョイント部材
Jは、斜めの羽根5・6・7・8の厚さの面が六角材の
軸心に直角より小さい角度シータθをなす方が屋根構造
の内側となり、反対に直角より大きい角度をなす方が外
側となるようにして位置決めされる。また、前記ジョイ
ント部材Jの厚さの面が六角材の軸心に直角の羽根3・
4は、ジョイント部材J取り付け時に、横方向(水平方
向)になるようにしておく。このように位置決めされた
ジョイント部材J・J間は、そのジョイント部材6枚の
羽根をそれぞれ挟む2枚づつの水平材Aおよび斜材Bの
梁部材で強固に結合される。前記ジョイント部材Jの平
鉄の羽根3・4・5・6・7・8は、それぞれ2個づつ
の孔9が設けられ、その羽根の基端が六角材1に溶接な
どにより堅牢に構成されている。前記梁部材は、図4に
示すように、水平材Aと斜材Bとがあり、水平材Aは、
両端が直角に切断された構造をしており、前記ジョイン
ト部材Jの水平方向の羽根3・4を挟み、羽根の孔9・
9と水平材Aの孔11a・11aを重ね合わせて図示し
ないボルト・ナットで結合していくので、渡廊下の屋根
構造の奥行きが真っすぐに構成される。また斜材Bは、
両端が斜めに切断された構造をしており、前記ジョイン
ト部材Jの羽根の厚さの面が軸心に直角より小さい角度
θの方を内側にして、その斜め方向の羽根5・6・7・
8を挟み、図示しないボルト・ナットで挟むように取り
付けていくので、その直角より小さい角度θの連続・集
積により、同屋根構造のアーチ形状が構成される(図
5)。このとき、斜材Bの一端の斜めの形状はジョイン
ト部材Jの羽根の形状に合わせる。なお、台座D用のジ
ョイント部材Jは4枚羽根で構成される。
At the time of this mounting work, in the joint member J, it is the inner side of the roof structure that the surface of the thickness of the slanted blades 5, 6, 7, 8 forms an angle theta θ smaller than the right angle to the axis of the hexagonal member. On the contrary, it is positioned so that the side that forms an angle larger than the right angle is the outer side. Further, the blade 3 whose thickness surface of the joint member J is perpendicular to the axis of the hexagonal member
When the joint member J is attached, reference numeral 4 is set in the lateral direction (horizontal direction). The joint members J and J thus positioned are firmly coupled by two beam members of the horizontal member A and the diagonal member B which sandwich the blades of the six joint members. Each of the flat iron blades 3, 4, 5, 6, 7, 8 of the joint member J is provided with two holes 9, and the base ends of the blades are rigidly formed on the hexagonal member 1 by welding or the like. ing. As shown in FIG. 4, the beam member includes a horizontal member A and a diagonal member B. The horizontal member A is
It has a structure in which both ends are cut at a right angle, and the horizontal blades 3 and 4 of the joint member J are sandwiched between the blade holes 9 and
Since 9 and the holes 11a and 11a of the horizontal member A are superposed and connected by bolts and nuts (not shown), the depth of the roof structure in the corridor is straight. In addition, diagonal B is
Both ends of the joint member J are cut obliquely, and the surface of the thickness of the blade of the joint member J is set at an angle θ smaller than a right angle to the axis, and the blades 5, 6 and 7 in the oblique direction are formed.・
Since 8 is sandwiched and attached so as to be sandwiched by bolts and nuts (not shown), the arch shape of the same roof structure is formed by continuous and accumulating angles θ smaller than the right angle (FIG. 5). At this time, the diagonal shape of one end of the diagonal member B is matched with the shape of the blade of the joint member J. The joint member J for the pedestal D is composed of four blades.

【0010】このように、6枚の羽根を有するジョイン
ト部材Jを空間に位置決めし、この位置決めされた多数
のジョイント部材Jを核とし、この核と核とを水平材A
と斜材Bとでつなぐと、多数の安定堅牢な三角形の骨組
みが形成され、この三角形を単位とする安定した骨組み
の、所定形状のドームが構成されるので、これら屋根構
造を組み立て後に前記治具32を取り去っても、その屋
根構造は形状を保持することができる(図6)。なお、
前記図4で示すように、羽根を挟む2枚の斜材B間に
は、それぞれ座屈止め14がボルト14a・ナット14
b・挟持片14cで取り付けられており、縦方向の補強
力が強化され、斜材Bの座屈が防止される。また、ドー
ム状に構成した治具32の水平材Aおよび斜材Bの外側
には、図7に示すようにガラス板取り付け部材Gがとり
つけられる。このガラス板取り付け部材Gは、水平材A
および斜材Bに取り付けられている取り付け部材16a
に、ボルト16でねじ止めされる。このガラス板取り付
け部材Gには、ジッパーガスケット21の両側に溝21
aがあり、上部の埋め込み材21bを外し、横から三角
形のガラス板22を嵌め込み挟持した上、その埋め込み
材21bを埋め込み、挟持状態を安定させる。図8は、
本発明のガラス板取り付け状態を示す一実施例の説明図
である。三角形を単位とする骨組みの上に、前記ガラス
板取り付け部材Gを取り付け、そのガラス板取り付け部
材Gに三角形のガラス板22を取り付け、ダイヤを思わ
せるデザインを次つぎと形成してゆき、前記組立用治具
32の長さに相当する1スパンの屋根構造を組み立て
る。
As described above, the joint member J having the six blades is positioned in the space, and the joint members J thus positioned are used as cores.
When connected with the diagonal member B, a large number of stable and robust triangular frames are formed, and a dome of a stable frame having a predetermined shape is formed in units of these triangles. Even if the tool 32 is removed, the roof structure can retain its shape (FIG. 6). In addition,
As shown in FIG. 4, the buckling stoppers 14 are respectively provided between the two diagonal members B sandwiching the blades with bolts 14a and nuts 14a.
It is attached by the b-holding piece 14c, the reinforcing force in the vertical direction is strengthened, and the buckling of the diagonal member B is prevented. A glass plate mounting member G is attached to the outside of the horizontal member A and the diagonal member B of the dome-shaped jig 32, as shown in FIG. The glass plate mounting member G is a horizontal member A.
And the attachment member 16a attached to the diagonal member B
Then, it is screwed with a bolt 16. The glass plate mounting member G has grooves 21 on both sides of the zipper gasket 21.
There is a, the embedded material 21b on the upper side is removed, the triangular glass plate 22 is fitted from the side and sandwiched, and the embedded material 21b is embedded to stabilize the sandwiched state. Figure 8
It is explanatory drawing of one Example which shows the glass plate attachment state of this invention. The glass plate mounting member G is mounted on a frame having a triangle as a unit, the triangular glass plate 22 is mounted on the glass plate mounting member G, and a design reminiscent of a diamond is formed one after another for the assembly. Assemble a one-span roof structure corresponding to the length of the jig 32.

【0011】この組立用治具32の長さに相当する1ス
パンの屋根構造を組み立てた後、前記屋根構造側の複数
個のジョイント部材Jから、治具32側のジョイント位
置決め具45をそれぞれ離脱し、前記ライナー51を取
り去ることによって、そのジョイント部材J側とジョイ
ント部材止め具45側との間をライナー51分だけ空け
る。この、組立用治具32側と屋根構造側との間隔が十
分にあることを確認した後、前記治具32を、次のスパ
ンである所定位置に向けてレール31上を移動させ、そ
のレール上の正確な位置に組立用治具32を停止させ、
その停止状態を安全確実に保持させる。以下、前記組立
工程をほぼ同様な手順で繰り返しつつ、ジョイント部材
J、梁部材の水平材A、斜材B、ガラス板取り付け部材
G、ガラス板22を組み立ててゆき、ドーム型の渡廊下
の屋根構造の全組み立て工程を終了する。渡廊下の屋根
構造の組立終了後は、治具およびレールなどは撤去され
る。以上、実施例について説明したように、本発明は、
一つは、渡廊下の屋根構造を組み立てるための組立用治
具32で、レール31上を移動可能とし、ライナー51
で移動時に必要な空間を容易に確保できるので、安全に
移動できる。移動が安全・容易なため、長い渡廊下の工
事が容易にできるものである。もう一つは、その組立用
治具32を用いた渡廊下の屋根構造の組立工法であり、
同治具32側に設けたジョイント位置決め具45で、空
間に屋根構造の核となるべき複数のジョイント部材Jの
位置決めをした後、その複数のジョイント部材J間を梁
部材の水平材Aと斜材Bで結合し、三角形が有する堅牢
性・安定性を基本とする構造と、ダイヤを思わせる美し
いデザイン性とを併せ持つ、渡廊下の屋根構造を組み立
てることができるものである。
After assembling a one-span roof structure corresponding to the length of the assembling jig 32, the joint positioning tools 45 on the jig 32 side are separated from the plurality of joint members J on the roof structure side. Then, by removing the liner 51, a space corresponding to the liner 51 is provided between the joint member J side and the joint member stopper 45 side. After confirming that the distance between the assembly jig 32 side and the roof structure side is sufficient, the jig 32 is moved on the rail 31 toward a predetermined position which is the next span, and the rail 32 is moved. Stop the assembly jig 32 at the correct position above,
The stopped state is maintained safely and securely. Hereinafter, the joint member J, the horizontal member A of the beam member, the diagonal member B, the glass plate mounting member G, and the glass plate 22 are assembled while repeating the above-described assembly steps in a substantially similar procedure to form a dome-shaped corridor roof. Complete the entire assembly process of the structure. After the roof structure in the corridor is assembled, jigs and rails will be removed. As described above with reference to the embodiments, the present invention is
One is an assembling jig 32 for assembling the roof structure of the corridor, which is movable on the rail 31 and is provided with the liner 51.
Since you can easily secure the necessary space when moving, you can move safely. Since it is safe and easy to move, it is easy to construct a long corridor. The other is an assembling method of the roof structure of the corridor using the assembling jig 32,
After positioning a plurality of joint members J to be the core of the roof structure in the space by the joint positioning tool 45 provided on the jig 32 side, a horizontal member A and a diagonal member of the beam member are provided between the plurality of joint members J. It is possible to assemble a roof structure of a corridor that is connected by B and has a structure based on the solidity and stability of a triangle and a beautiful design reminiscent of a diamond.

【0012】[0012]

【発明の効果】以上本発明によれば、渡廊下の屋根構造
の組立工法は、レール上を移動可能な治具のジョイント
位置決め具にライナーを介して空間にジョイント部材を
位置決めし、その位置決めされたジョイント部材に梁部
材を三角形を基本とする形状に結合して骨組みを行うの
で、安定構造の骨組みが可能である。また、一スパンの
屋根構造の骨格を形成した後、ライナーを取り外してそ
の屋根構造との空間をあけたまま、レール上の治具を移
動させて次のスパンの屋根構造の組立を行う組立工法と
したので、その屋根構造の中の治具の移動が、安全且つ
容易で、効率的な組立工法である。さらに、この組立工
法によれば、三角形を基本とする組立工法のため、ダイ
ヤを思わせる斬新なデザインの、渡廊下の屋根構造を提
供することができる。また、渡廊下の屋根構造の組立用
治具は、レール上を移動できるので、この治具によれ
ば、長い渡廊下の屋根構造でも組立工事が容易にでき
る。加えて、渡廊下の屋根構造の組立用治具は、ジョイ
ント部材取り付け横材上に複数のジョイント位置決め具
を備えているので、この治具によれば、ジョイント部材
取り付け位置を調整して、空間に、正確に複数のジョイ
ント部材を位置決めした上、そのジョイント部材の位置
を保持したまま梁部材を連結していき、正確・堅牢な渡
廊下の屋根構造を組み立てることができる、などの効果
がある。
As described above, according to the present invention, in the method for assembling the roof structure of the corridor, the joint member is positioned in the space through the liner in the joint positioner of the jig movable on the rail, and the positioning is performed. Since a beam member is connected to the joint member in a shape based on a triangle to form a skeleton, a skeleton having a stable structure is possible. Also, after forming the framework of the roof structure of one span, the liner is removed and the jig on the rail is moved while leaving a space with the roof structure to assemble the roof structure of the next span. Therefore, the movement of the jig in the roof structure is a safe, easy, and efficient assembly method. Furthermore, according to this assembly method, since it is an assembly method based on a triangle, it is possible to provide a corridor roof structure with a novel design reminiscent of a diamond. Further, since the jig for assembling the roof structure of the corridor can be moved on the rail, this jig can facilitate the assembling work even for the roof structure of a long corridor. In addition, since the jig for assembling the roof structure in the corridor is provided with a plurality of joint positioning tools on the joint member mounting cross member, this jig allows the joint member mounting position to be adjusted, In addition, it is possible to accurately position a plurality of joint members and then connect the beam members while maintaining the positions of the joint members to assemble an accurate and robust roof structure for the corridor. .

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

【図1】本発明の渡廊下の屋根構造の組立用治具の一実
施例の斜視説明図である。
FIG. 1 is a perspective explanatory view of an embodiment of a jig for assembling a roof structure for a corridor of the present invention.

【図2】本発明の渡廊下の屋根構造の組立用治具の一車
輪とレールの一実施例の説明図である。
FIG. 2 is an explanatory diagram of an embodiment of one wheel and rail of an assembly jig for a roof structure of a corridor of the present invention.

【図3】本発明の渡廊下の屋根構造組立用治具のジョイ
ント位置決め具の一実施例の斜視説明図である。
FIG. 3 is a perspective explanatory view of an embodiment of a joint positioning tool for a roof structure assembling jig for a corridor of the present invention.

【図4】本発明の渡廊下の屋根構造の組立に必要な梁部
材で、Aは水平材、Bは斜材である。
FIG. 4 is a beam member necessary for assembling the roof structure of the corridor of the present invention, where A is a horizontal member and B is a diagonal member.

【図5】本発明の渡廊下の屋根構造の組立説明図であ
る。
FIG. 5 is an assembly explanatory diagram of a corridor roof structure of the present invention.

【図6】本発明の渡廊下の屋根構造の骨組みを示す図で
ある。
FIG. 6 is a view showing a framework of a roof structure of a corridor of the present invention.

【図7】本発明の渡廊下の屋根構造の工法によるガラス
板取付部材の一実施例の説明図である。
FIG. 7 is an explanatory diagram of an example of a glass plate mounting member according to a method of constructing a corridor roof structure of the present invention.

【図8】本発明の工法によるガラス板取り付け状態を示
す一実施例の説明図である。
FIG. 8 is an explanatory diagram of an example showing a glass plate attached state by the construction method of the present invention.

【符号の説明】[Explanation of symbols]

22 ガラス板 31 レール 32 治具 33 基台 35 車輪 36 アーチ型骨材(治具の) 37 横骨材(治具の) 42 ジョイント部材取付横材 45 ジョイント位置決め具 A 水平材(屋根構造の梁部材) B 斜材(屋根構造の梁部材) G ガラス板取付部材(屋根構造の) J ジョイント部材(屋根構造の) 22 Glass Plate 31 Rail 32 Jig 33 Base 35 Wheel 36 Arched Aggregate (of Jig) 37 Horizontal Aggregate (of Jig) 42 Joint Member Attachment Horizontal Material 45 Joint Positioning Tool A Horizontal Material (Beam of Roof Structure) Member) B diagonal member (beam member of roof structure) G glass plate mounting member (of roof structure) J joint member (of roof structure)

フロントページの続き (72)発明者 谷村 ▲たけ▼政 東京都港区元赤坂一丁目3番8号 鹿島建 設株式会社内 (72)発明者 八隅 竹水 東京都港区元赤坂一丁目3番8号 鹿島建 設株式会社内 (72)発明者 城戸 祥 東京都港区元赤坂一丁目3番8号 鹿島建 設株式会社内 (72)発明者 横田 暉生 東京都文京区後楽1丁目4番27号 株式会 社日建設計内 (72)発明者 沼口 行秀 東京都文京区後楽1丁目4番27号 株式会 社日建設計内 (72)発明者 慶伊 道夫 東京都文京区後楽1丁目4番27号 株式会 社日建設計内 (72)発明者 村上 勝英 東京都文京区後楽1丁目4番27号 株式会 社日建設計内 (72)発明者 白山 良一 東京都江戸川区平井2丁目1番8号 株式 会社シラヤマ内 (72)発明者 日下 泰彦 東京都江戸川区平井2丁目1番8号 株式 会社シラヤマ内 (72)発明者 佐々木 健 東京都江戸川区平井2丁目1番8号 株式 会社シラヤマ内Front page continuation (72) Inventor Tanimura ▲ Take ▼ Masato, Motoakakasaka, Minato-ku, Tokyo 1-38 Kashima Construction Co., Ltd. (72) Inventor Yasumi Takesui, Motoakakasaka, Minato-ku, Tokyo 1-3 No. 8 In Kashima Construction Co., Ltd. (72) Inventor Sho Kido 1-3-8 Moto-Akasaka, Minato-ku, Tokyo Within Kashima Construction Co., Ltd. (72) Inventor Akio Yokota 1-4-4 Koraku, Bunkyo-ku, Tokyo No. 27 Incorporated in Nikken Sekkei (72) Inventor Yukihide Numaguchi 1-4-4 Koraku, Bunkyo-ku, Tokyo No. 27 Incorporated in Nikken Sekkei (72) Inventor Michio Keii 1-chome Koraku, Bunkyo-ku, Tokyo No. 4-27 Incorporated Nikken Sekkei (72) Inventor Katsuhide Murakami 1-chome Koraku, Bunkyo-ku, Tokyo 4-27 Incorporated Nikken Sekkei (72) Inventor Ryoichi Shirayama 2 Hirai, Edogawa-ku, Tokyo No. 8 Shirayama Co., Ltd. (72) Inventor Yasuhiko Kusaka 2-18 Hirai, Edogawa-ku, Tokyo No. 8 Shiraiyama Co., Ltd. (72) Inventor Kento Sasaki Capital Edogawa Hirai 2 chome No. 8 stock company within the Shirayama

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 治具の複数個のジョイント位置決め具そ
れぞれに一定のスペースを保持してジョイント部材を固
定し、この固定した複数個のジョイント部材間に複数個
の梁部材を固定し、この複数個の梁部材に複数個のガラ
ス板取り付け部材を取り付け、このガラス板取り付け部
材にガラス板を取り付けて治具の長さに相当する一スパ
ンの屋根構造を組立て、しかる後、前記複数個のジョイ
ント部材から治具のジョイント位置決め具を離脱し、前
記治具と屋根構造とのスペースを保持したまま、その治
具をレール上の次のスパンの位置に移動させて固定し、
そのスパンの屋根構造を前記と同様な手順で組み立てて
行くことを特徴とする、渡廊下の屋根構造の組立工法。
1. A plurality of joint positioners of a jig are each fixed with a certain space to fix a joint member, and a plurality of beam members are fixed between the fixed plurality of joint members. A plurality of glass plate mounting members are attached to each beam member, a glass plate is attached to the glass plate mounting members to assemble a roof structure of one span corresponding to the length of the jig, and then the plurality of joints are mounted. The joint positioning tool of the jig is removed from the member, and while maintaining the space between the jig and the roof structure, the jig is moved to the position of the next span on the rail and fixed,
A method for assembling a roof structure for a corridor, characterized in that the roof structure having the span is assembled in the same procedure as described above.
【請求項2】 レール上を走行可能な車輪を有し、相対
抗している2個の基台と、この2個の基台に取り付けら
れている略半円形状の複数個のアーチ型骨材と、この複
数個のアーチ型骨材間に架設されている複数個の横骨材
と、この横骨材の近傍外側に設けられたジョイント部材
取り付け横材と、このジョイント部材取り付け横材上に
所要の間隔を存して取り付けられている微調整可能な複
数のジョイント位置決め具とを備えたことを特徴とす
る、渡廊下の屋根構造組立用治具。
2. A pair of bases having wheels capable of traveling on a rail and opposed to each other, and a plurality of semi-circular arch-shaped bones attached to the two bases. Material, a plurality of transverse aggregates installed between the plurality of arch-shaped aggregates, a joint member mounting transverse member provided outside the transverse aggregate in the vicinity thereof, and a joint member attaching transverse member A jig for assembling a roof structure in a corridor, comprising a plurality of joint positioners that can be finely adjusted and are installed at required intervals.
JP5301065A 1993-11-05 1993-11-05 Assembly method for roof structure in corridor and jig for roof structure in corridor Expired - Lifetime JP2529158B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5301065A JP2529158B2 (en) 1993-11-05 1993-11-05 Assembly method for roof structure in corridor and jig for roof structure in corridor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5301065A JP2529158B2 (en) 1993-11-05 1993-11-05 Assembly method for roof structure in corridor and jig for roof structure in corridor

Publications (2)

Publication Number Publication Date
JPH07127180A true JPH07127180A (en) 1995-05-16
JP2529158B2 JP2529158B2 (en) 1996-08-28

Family

ID=17892448

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5301065A Expired - Lifetime JP2529158B2 (en) 1993-11-05 1993-11-05 Assembly method for roof structure in corridor and jig for roof structure in corridor

Country Status (1)

Country Link
JP (1) JP2529158B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104314312A (en) * 2014-11-12 2015-01-28 江苏南通六建建设集团有限公司 High altitude reinforced concrete corridor structure triangle steel tube cantilever formwork construction technology

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104314312A (en) * 2014-11-12 2015-01-28 江苏南通六建建设集团有限公司 High altitude reinforced concrete corridor structure triangle steel tube cantilever formwork construction technology
CN104314312B (en) * 2014-11-12 2017-02-15 江苏南通六建建设集团有限公司 High altitude reinforced concrete corridor structure triangle steel tube cantilever formwork construction technology

Also Published As

Publication number Publication date
JP2529158B2 (en) 1996-08-28

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