JP2837830B2 - Pin-supported folded arch structure and supporting device - Google Patents

Pin-supported folded arch structure and supporting device

Info

Publication number
JP2837830B2
JP2837830B2 JP33657695A JP33657695A JP2837830B2 JP 2837830 B2 JP2837830 B2 JP 2837830B2 JP 33657695 A JP33657695 A JP 33657695A JP 33657695 A JP33657695 A JP 33657695A JP 2837830 B2 JP2837830 B2 JP 2837830B2
Authority
JP
Japan
Prior art keywords
folded arch
folded
arch structure
comb
shaped metal
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP33657695A
Other languages
Japanese (ja)
Other versions
JPH09177225A (en
Inventor
哲郎 岡部
範雄 斉藤
交広 石田
清太郎 神谷
聡 新井
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.)
TOMOE KOOHOREESHON KK
Original Assignee
TOMOE KOOHOREESHON 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 TOMOE KOOHOREESHON KK filed Critical TOMOE KOOHOREESHON KK
Priority to JP33657695A priority Critical patent/JP2837830B2/en
Publication of JPH09177225A publication Critical patent/JPH09177225A/en
Application granted granted Critical
Publication of JP2837830B2 publication Critical patent/JP2837830B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

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、断面凹型よりなる
折版アーチ構造材を複数枚隣接して下部構造体(鉄筋コ
ンクリート造り等の基礎や鉄骨造り等の骨組を総称して
下部構造体と言う)上に構築される折版アーチ構造物お
よびその支持装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a substructure in which a plurality of folded arch structures having a concave cross section are adjacent to each other to form a lower structure (a basic structure such as a reinforced concrete structure or a frame such as a steel frame structure is generally referred to as a lower structure). The present invention relates to a folded arch structure constructed thereon and a supporting device therefor.

【0002】[0002]

【従来の技術】従来、断面凹型よりなる折版アーチ構造
材を複数枚隣接して下部構造体上に構築される折版アー
チ構造物としては、図7に示すようなものがある。この
種の折版アーチ構造物は比較的スパンSは小さいことか
ら(10〜20m)、折版アーチ構造材22A、22B
を折版成形機によって工場加工あるいは現場加工により
形成して複数枚隣接させ、折版アーチ構造材22Aを地
面Gにおける平面視矩形をした下部構造体25上にサポ
ート31とともに支持した後、折版アーチ構造材22B
を前記折版アーチ構造材22Aと連結して構築してい
た。そしてその際、図8(B)に示すように、前記折版
アーチ構造材22A、22Bの端部を下部構造体25上
に接合するのに、該下部構造体25上にアンカーボルト
26により固定されたアングル状の位置決め金物27に
溶接等により接合して固定し、その後、図8(A)に示
すように前記折版アーチ構造材22A、22Bの端部を
包み込むように再度コンクリートを増打ち部25Bとし
て打設していた。
2. Description of the Related Art FIG. 7 shows a conventional folded arch structure in which a plurality of folded arch structural members each having a concave cross section are formed on a lower structure adjacent to each other. Since the folded arch structure of this type has a relatively small span S (10 to 20 m), the folded arch structural members 22A and 22B are used.
Are formed by factory processing or on-site processing using a folding machine, and a plurality of sheets are made adjacent to each other, and a folded arch structure material 22A is supported together with a support 31 on a lower structure 25 having a rectangular shape in plan view on the ground G, and then folded. Arch structure material 22B
Was connected to the folded arch structure material 22A. At this time, as shown in FIG. 8 (B), the ends of the folded arch members 22A and 22B are joined to the lower structure 25 by anchor bolts 26 on the lower structure 25. 8A and fixed to the angled positioning hardware 27 by welding or the like. Then, as shown in FIG. 8A, concrete is again reinforced so as to wrap the ends of the folded arch structural members 22A and 22B. It was cast as the part 25B.

【0003】[0003]

【発明が解決しようとする課題】ところが、このような
折版アーチ構造物の構築方法では、本来の下部構造体2
5と増打ち部25Bとの間の打継ぎ部にクラックが発生
し易く、屋根を伝ってきた雨水が下部構造体25より建
物内へ侵入したり、鋼材に錆が発生する等多くの問題が
あった。また、折版アーチ構造材22A、22Bの端部
は位置決め金物27に溶接等により接合して固定するこ
とが多く、この場合は、折版アーチ構造材22A、22
Bの亜鉛めっき層を破壊し、これもまた錆を発生させる
原因となった。さらに、断面凹型よりなる各折版アーチ
構造材を複数枚隣接して下部構造体上に構築するに際し
て、特に成形機による現場加工によってパネルを断面凹
型およびアーチ形状に加工したり、各折版アーチ構造材
をはぜ絞めによるシーミングによって複数枚隣接してブ
ロック化することによる寸法の加工誤差が生じた場合に
は、それらの矯正をしながら構築する必要があって、き
わめて手間を要した。
However, in such a method of constructing a folded arch structure, the original lower structure 2
Cracks are likely to occur at the joint between the 5 and the additional portion 25B, and there are many problems such as rainwater that has passed down the roof penetrating into the building from the lower structure 25 and rusting of steel materials. there were. In addition, the end portions of the folded arch structural members 22A and 22B are often fixed to the positioning hardware 27 by welding or the like. In this case, the folded arch structural members 22A and 22B are used.
B destroyed the galvanized layer, which also caused rust. Furthermore, when constructing a plurality of folded arch members having a concave cross section on the lower structure adjacent to each other, the panel is processed into a concave or arch shape by in-situ processing by a molding machine. In the case where a plurality of sheets are adjacently formed into a block due to seaming by narrowing of a structural material, a dimensional processing error occurs, it is necessary to construct while correcting those errors, which is extremely time-consuming.

【0004】このため本発明は、このような従来の折版
アーチ構造物における諸課題を解決して、折版アーチ構
造材の下部構造財への固定においてコンクリートの増打
ちの必要をなくして、雨水および風の侵入による発錆の
虞れがなく、各折版アーチ構造材の正確な位置決めをも
可能にした低コストで工期の短縮も図れるピン支持され
た折版アーチ構造物およびその支持装置を提供する。
Accordingly, the present invention solves the above-mentioned problems in the conventional folded arch structure, and eliminates the necessity of additional concrete concrete in fixing the folded arch structure material to the lower structural property. A pin-supported folded arch structure and a device for supporting the same, which is capable of accurately positioning each folded arch material without the risk of rusting due to intrusion of rainwater and wind, and capable of shortening the construction period. I will provide a.

【0005】[0005]

【課題を解決するための手段】このため本発明は、断面
凹型よりなる折版アーチ構造材を複数枚隣接して構築し
てある折版アーチ構造物であって、前記折版アーチ構造
材が下部構造体上のアンカーボルトに櫛形金物を介して
取り付けられたことを特徴とするものである。また本発
明は、前記折版アーチ構造物において、前記折版アーチ
構造材の端部が下部構造体上面より外側下方に位置する
ように、前記折版アーチ構造材の端部近傍を各折版アー
チ構造材間に挿入挟持された前記櫛形金物にボルト接合
させたことを特徴とするもので、これらを課題解決のた
めの手段とするものである。
SUMMARY OF THE INVENTION Therefore, the present invention provides a folded arch structure in which a plurality of folded arch structures having a concave cross section are constructed adjacent to each other. It is characterized by being attached to an anchor bolt on a lower structure via a comb-shaped metal member. Further, in the folded arch structure according to the present invention, the folded arch structure material is folded near each end so that the end of the folded arch material is located outside and below the upper surface of the lower structure. It is characterized by being bolted to the comb-shaped metal piece inserted and clamped between arch structural members, and these are used as means for solving the problem.

【0006】[0006]

【実施の形態】以下本発明の実施の形態を図面に基づい
て説明する。図1〜図3は本発明の折版アーチ構造物お
よびその支持装置の1実施の形態を示し、図1(A)は
折版アーチ構造物の全体正面図、図1(B)は図1
(A)のA部の拡大図、図2は図1(A)のB矢視の側
面図、図3(A)は折版アーチ構造材と櫛形金物との接
合部を示す図1(B)のC矢視図、図3(B)は図3
(A)のD部拡大図、図3(C)はパッキングの斜視図
である。折版アーチ構造物1は、後述するようにコイル
状に巻かれた平板の亜鉛めっき長尺鋼板を適宜の寸法に
切断されたものを成形機により断面凹型よりなる折版ア
ーチ構造材2とし、図2および図3に示すように、該折
版アーチ構造材2を複数枚(5枚程度)隣接させ、はぜ
絞め連結してブロック化した折版アーチ構造材ブロック
3の多数を地面Gの下部構造体5上に設置されて構築さ
れるものである。符号12は折版アーチ構造物1の頂部
に設けられた採光窓を示している。
Embodiments of the present invention will be described below with reference to the drawings. 1 to 3 show an embodiment of a folded arch structure and a supporting device for the folded arch structure according to the present invention. FIG. 1A is an overall front view of the folded arch structure, and FIG.
2A is an enlarged view of a portion A, FIG. 2 is a side view as viewed from the arrow B in FIG. 1A, and FIG. 3A is a diagram showing a joint between the folded arch structure material and the comb-shaped metal member. ), And FIG. 3 (B) is FIG.
FIG. 3A is an enlarged view of a part D, and FIG. 3C is a perspective view of the packing. The folded arch structure 1 is a folded arch structural material 2 having a concave cross section formed by cutting a flat zinc-plated long steel sheet wound into a coil into an appropriate size as described later by a molding machine. As shown in FIGS. 2 and 3, a plurality of (about 5) folded arch structure members 2 are arranged adjacent to each other, and a large number of folded arch structural member blocks 3 which are narrowed and connected to form a block are formed on the ground G. It is installed and constructed on the lower structure 5. Reference numeral 12 indicates a lighting window provided on the top of the folded arch structure 1.

【0007】本発明では、図1(B)に示すように、断
面凹型よりなる各折版アーチ構造材2がコンクリート下
部構造体5上のアンカーボルト6に櫛形金物7を介して
取り付けられたものであり、特に、前記折版アーチ構造
材2の端部(下端)2Dが下部構造体5の上面5Uより
外側下方(距離Hは適宜選定される。)に位置するよう
に、前記折版アーチ構造材2の端部2D近傍が前記櫛形
金物7にボルト8により接合されたものである。櫛形金
物7は、図1(B)および図3に示されるように、下部
構造体5に埋設されたアンカーボルト6にナット6Aに
よっていわゆるピン支持固定されるアングル部7Aと、
該アングル部7Aから各折版アーチ構造材2の間隔と一
致する所定間隔毎に直角に立設された櫛歯部7Bとから
なり、これらの櫛歯部7Bが、図3(A)に示すよう
に、5枚程度を隣接させ、はぜ絞め連結してブロック化
した前記折版アーチ構造材ブロック3における各折版ア
ーチ構造材2間に挿入挟持されてボルト・ナット8等に
よって接合固定される。図3(B)に示すように、折版
アーチ構造材ブロック3における互いに隣接する各折版
アーチ構造材2の連結部は、後述するように、一方の折
版アーチ構造材2における一側端2Aの折曲部を他方の
折版アーチ構造材2の他側端2Bが包み囲んでいわゆる
「はぜ絞め部」9を形成しており、これらの隣接する各
折版アーチ構造材2の側壁間に前記櫛形金物7における
各櫛歯部7Bが挿入挟持されてボルト・ナット8等によ
って接合固定されるものである。なお、各折版アーチ構
造材2の溝の底部と櫛歯部7Bとアングル部7Aとで囲
まれる空間には、図3(C)に示したようなゴム等のパ
ッキングが充填され、雨水や風の侵入の防止を万全なも
のにする。
In the present invention, as shown in FIG. 1 (B), each folded arch structural member 2 having a concave cross section is attached to an anchor bolt 6 on a concrete lower structure 5 via a comb-shaped metal member 7. In particular, the folded arch is arranged such that the end (lower end) 2D of the folded arch structural member 2 is located below and below the upper surface 5U of the lower structure 5 (the distance H is appropriately selected). The vicinity of the end 2D of the structural material 2 is joined to the comb-shaped metal member 7 by a bolt 8. As shown in FIGS. 1B and 3, the comb-shaped metal member 7 includes an angle portion 7A fixed to an anchor bolt 6 embedded in the lower structure 5 by a nut 6A so-called pin support,
Comb teeth 7B are erected at right angles from the angle part 7A at predetermined intervals corresponding to the intervals between the folded arch members 2, and these comb teeth 7B are shown in FIG. 3 (A). As described above, approximately five sheets are placed adjacent to each other, inserted and clamped between each folded arch structure material 2 in the folded arch structure material block 3 which is narrowed and connected to form a block, and joined and fixed by bolts / nuts 8 and the like. You. As shown in FIG. 3 (B), the connecting portions of the folded arch structure members 2 adjacent to each other in the folded arch structure block 3 are connected to one end of one folded arch structure member 2 as described later. The other side edge 2B of the other folded arch structure member 2 surrounds the bent portion of 2A to form a so-called "spring narrowing portion" 9, and the side wall of each adjacent folded arch member 2 is formed. Each comb tooth portion 7B of the comb-shaped metal member 7 is inserted and sandwiched therebetween, and is joined and fixed by bolts and nuts 8 or the like. The space surrounded by the bottom of the groove of each folded arch structure material 2, the comb teeth portion 7B and the angle portion 7A is filled with packing such as rubber as shown in FIG. Thorough prevention of wind intrusion.

【0008】次に、図4〜図6によって、断面凹型より
なる各折版アーチ構造材2の形成方法およびこれらを隣
接設置して折版アーチ構造物を構築する方法について例
示する。図4では、建設現場における(A)〜(D)ま
での工程を説明する。(A)工程では、断面凹型でかつ
アーチ型の折版アーチ構造材2に形成されるコイル状に
巻かれた平板の亜鉛めっき長尺鋼板を適宜の寸法に正確
に切断するために、パネル長さのマーキングおよびリミ
ットスイッチ14の取付けを伴い、亜鉛めっき長尺鋼板
を搬送するローラーの調整を行う。(B)工程では、図
面右側の断面図に示すように、コイル状に巻かれた平板
の亜鉛めっき長尺鋼板を第1成形機13Aによって断面
凹型の折版アーチ構造材2に折り曲げ加工される。ロー
ラー上で所定の寸法の折曲げが完了すると、リミットス
イッチ14の位置検出によって折版アーチ構造材2は所
定の長さで切断され、点線のように平行移動し、第2成
形機13Bによって繰り出されて所定の曲率のアーチに
形成される。(C)工程では、前記(B)工程にて所定
の曲率のアーチに形成された各折版アーチ構造材2の複
数枚、例えば5枚を隣接設置して自動はぜ絞め機を用
い、5パネルシームとしてブロック化した折版アーチ構
造材ブロック3を前記図3(B)に示したような「はぜ
絞め」9により互いを連結するシーミングによってブロ
ック製作を行い、同時に折版アーチ構造材ブロック3の
ブロックとしてのセンター出しも行うものである。
(D)工程では、図3(A)に示したような5枚の連結
されたブロックとしての折版アーチ構造材ブロック3に
櫛形金物7および付属の金物等を取り付けるものであ
る。
Next, a method of forming each folded arch structure member 2 having a concave cross section and a method of constructing a folded arch structure by arranging these adjacently are shown in FIGS. FIG. 4 illustrates steps (A) to (D) in the construction site. In the step (A), the panel length is set to accurately cut a coiled flat-plated galvanized long steel sheet formed on the folded arch structure material 2 having a concave cross section and an arch shape into appropriate dimensions. The adjustment of the roller for transporting the galvanized long steel plate is performed with the marking of the height and the attachment of the limit switch 14. In the step (B), as shown in a cross-sectional view on the right side of the drawing, a flat zinc-plated long steel sheet wound in a coil shape is bent by the first molding machine 13A into a folded arch structure material 2 having a concave cross section. . When the bending of the predetermined size is completed on the roller, the folded arch structure material 2 is cut at a predetermined length by the position detection of the limit switch 14, is moved in parallel as indicated by a dotted line, and is fed by the second molding machine 13B. To form an arch having a predetermined curvature. In the step (C), a plurality of, for example, five pieces of the folded arch structure members 2 formed in the arch having the predetermined curvature in the step (B) are placed adjacent to each other and an automatic squeezing machine is used. The folded arch structure material block 3 which is made into a block as a panel seam is manufactured by seaming in which the folded arch structure material blocks 3 are connected to each other by a "squeezing" 9 as shown in FIG. The centering as the third block is also performed.
In the step (D), the comb-shaped metal member 7 and the attached metal members are attached to the folded arch structure material block 3 as five connected blocks as shown in FIG. 3A.

【0009】図5の(E)工程では、クレーン車によっ
て折版アーチ構造材ブロック3を、該折版アーチ構造材
ブロック3の端部近傍に接合された櫛形金物7によって
下部構造体5上のアンカーボルトに固定する吊り込みが
行われる。(F)工程では、工程(C)〜(E)の工程
を繰り返して、順次各折版アーチ構造材ブロック3を隣
接設置して下部構造体5上に固定して行く。図6の
(G)工程では、下部構造体5上に隣接設置された折版
アーチ構造材ブロック3間のシーミングおよび垂直方向
の建入れ調整によって折版アーチ構造物としての整容を
行い、アンカーの締め込みが行われる。(H)工程で
は、各ブロック毎に工程(C)〜(G)が繰り返されて
構築が完了する。
In the step (E) of FIG. 5, the folded arch structure material block 3 is moved over the lower structure 5 by a comb-shaped metal member 7 joined to the vicinity of the end of the folded arch structure material block 3 by a crane truck. Suspension for fixing to the anchor bolt is performed. In the step (F), the steps (C) to (E) are repeated, and the folded arch structure material blocks 3 are sequentially installed adjacently and fixed on the lower structure 5. In the step (G) of FIG. 6, trimming of the folded arch structure is performed by seaming between the folded arch structure material blocks 3 installed adjacent to the lower structure 5 and vertical installation adjustment, and the anchor is fixed. Tightening is performed. In the step (H), the steps (C) to (G) are repeated for each block to complete the construction.

【0010】以上、実施の形態について説明したが、本
発明の趣旨の範囲内で、建物、下部構造体の形状(平面
形状も含む。)、折版アーチ構造材の曲率、櫛形金物の
形状、パネルとしての折版アーチ構造材ブロックの枚
数、折版アーチ構造材間のシーミング形態、櫛形金物の
アンカーボルトとの連結形態、櫛形金物と折版アーチ構
造材との接合形態、成形機による成形方式、折版アーチ
構造材ブロックの下部構造体への設置形態等については
適宜採用できることは言うまでもない。また、折版アー
チ構造材の端部と櫛形金物の接合は、リベットやスポッ
ト溶接等の固着手段を用いて行うことができることは言
うまでもない。
The embodiments have been described above. However, within the scope of the present invention, the shape of the building and the lower structure (including the planar shape), the curvature of the folded arch structure material, the shape of the comb-shaped metal, Number of folded arch structure material blocks as panels, seaming form between folded arch structure materials, connection form of comb-shaped hardware to anchor bolts, bonding form of comb-shaped hardware and folded arch material, molding method by molding machine Needless to say, the form of installation of the folded arch structure material block on the lower structure can be appropriately adopted. Also, it goes without saying that the end of the folded arch structure material and the comb-shaped metal can be joined using fixing means such as rivets or spot welding.

【0011】[0011]

【発明の効果】以上詳細に説明してきたように本発明に
よれば、折版アーチ構造材が下部構造体上のアンカーボ
ルトに櫛形金物を介して取り付けられたことによって、
従来のもののように本来の下部構造体にコンクリートの
増打ち部を打設することによって該増打ち部と下部構造
体との間の打継ぎ部にクラックが発生することがないの
で、屋根を伝ってきた雨水が前記クラックを通じて下部
構造体より建物内へ侵入したり、鋼材に錆が発生する虞
れが全くない。 また、前記折版アーチ構造材の端部が
下部構造体上面より外側下方に位置するように、前記折
版アーチ構造材の端部近傍を各折版アーチ構造材間に挿
入挟持された前記櫛形金物にボルト等で接合されている
ことによって、さらに、屋根を伝ってきた雨水は下部構
造体に伝わることがなく、そのまま折版アーチ構造材の
下端部から地面に落下するので、雨水が下部構造体より
建物内へ侵入したり、鋼材に錆が発生する虞れは全くな
くなるものである。しかも、櫛形金物はコンクリート下
部構造体上にボルト接合によって支持されていることに
よって、簡単に取り付けられるだけでなく、折版アーチ
構造材を短時間に固定することができる。さらに、折版
アーチ構造材が複数枚からなるパネルでブロック化され
て櫛形金物に配置された櫛歯部によって正確に案内位置
決めされるので、これらの各折版アーチ構造材が下部構
造体上に構築される際に、特に成形機による現場加工に
よってパネルを断面凹型およびアーチ形状に加工した
り、各折版アーチ構造材をはぜ絞めによるシーミングに
よって複数枚隣接してブロック化する際に寸法の加工誤
差が生じた場合でも、それらは櫛形金物に接合される段
階で半ば強制的に正確な位置に矯正され、溶接等を伴う
ことのないきわめて簡素な構造によって短時間に構築を
行うことが可能になり、低コストで工期の短縮も図れる
ピン支持された折版アーチ構造物およびその支持装置が
提供される。
As described above in detail, according to the present invention, the folded arch structure material is attached to the anchor bolts on the lower structure via the comb-shaped hardware.
By laying an additional portion of concrete on the original lower structure as in the prior art, no crack occurs at the joint between the additional portion and the lower structure, so There is no danger of rainwater entering the building from the lower structure through the cracks or rusting of the steel material. The comb-shaped member inserted and clamped between the folded arch structures in the vicinity of the end of the folded arch structure so that the end of the folded arch structure is located outside and below the upper surface of the lower structure. By being connected to the hardware with bolts, the rainwater that has passed down the roof does not reach the lower structure, but falls directly to the ground from the lower end of the folded arch structure material. There is no danger of intrusion into the building from the body or rusting of the steel material. Moreover, since the comb-shaped metal members are supported on the concrete lower structure by bolting, not only can they be easily attached, but also the folded arch structure material can be fixed in a short time. Furthermore, since the folded arch structure material is divided into blocks by a plurality of panels and accurately guided and positioned by the comb teeth arranged on the comb-shaped hardware, each of the folded arch structure materials is placed on the lower structure. When building, especially when processing panels into concave cross section and arch shape by on-site processing with a molding machine, or when multiple folded arch structural materials are block-adjacent by seaming by narrowing, Even if processing errors occur, they are forcibly corrected to the correct position in the process of being joined to the comb-shaped metal part, and can be constructed in a short time with a very simple structure without welding etc. Therefore, a pin-supported folded arch structure which can be manufactured at low cost and can shorten the construction period, and a supporting device therefor are provided.

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

【図1】本発明の折版アーチ構造物およびその支持装置
の1実施の形態を示し、(A)は折版アーチ構造物の全
体正面図、(B)は(A)のA部の拡大図である。
FIG. 1 shows an embodiment of a folded arch structure and a supporting device for the folded arch structure according to the present invention, wherein (A) is an overall front view of the folded arch structure, and (B) is an enlarged view of a portion A of (A). FIG.

【図2】図1(A)のB矢視の側面図である。FIG. 2 is a side view as viewed in the direction of arrow B in FIG.

【図3】折版アーチ構造材と櫛形金物との接合部を示す
図で、(A)は図1(B)のC矢視図で、、(B)は図
3(A)のD部拡大図 、図3(C)はパッキングの斜
視図である。
3A and 3B are views showing a joint between a folded arch structure material and a comb-shaped metal member, wherein FIG. 3A is a view taken in the direction of arrow C in FIG. 1B, and FIG. 3B is a part D in FIG. FIG. 3C is an enlarged view of the packing.

【図4】本発明の折版アーチ構造物の構築工程を示す図
で、ローラーの調整から櫛形金物の取付けまでを示す図
である。
FIG. 4 is a view showing a construction process of a folded arch structure of the present invention, and is a view showing from adjustment of a roller to attachment of a comb-shaped metal member.

【図5】本発明の折版アーチ構造物の構築工程を示す図
で、折版アーチ構造材ブロックの吊り込みからセットま
でを示す図である。
FIG. 5 is a view showing a construction process of the folded arch structure of the present invention, and is a view showing from the hanging of the folded arch structure material block to the setting thereof.

【図6】本発明の折版アーチ構造物の構築工程を示す図
で、垂直シーミングから最終工程を示す図である。
FIG. 6 is a view showing a construction step of the folded arch structure of the present invention, and is a view showing a final step from vertical seaming.

【図7】従来の折版アーチ構造物の構築方法を示す図で
ある。
FIG. 7 is a view showing a conventional method of constructing a folded arch structure.

【図8】従来の折版アーチ構造物における折版アーチ構
造材の下部構造体への支持装置を示す図である。
FIG. 8 is a view showing a supporting device for a folded arch structure material to a lower structure in a conventional folded arch structure.

【符号の説明】[Explanation of symbols]

1・・・折版アーチ構造物 2・・・折版アーチ構造材 2D・・・下端 3・・・折版アーチ構造材ブロック(アーチパネル) 5・・・下部構造体 5U・・・上面 6・・・アンカーボルト 7・・・櫛形金物 7A・・・アングル部 7B・・・櫛歯部 8・・・ボルト 9・・・はぜ絞め 11・・・パッキング 12・・・採光窓 13・・・成形機 14・・・リミットスイッチ G・・・地面 DESCRIPTION OF SYMBOLS 1 ... Folded arch structure 2 ... Folded arch structure material 2D ... Lower end 3 ... Folded arch structure material block (arch panel) 5 ... Lower structure 5U ... Upper surface 6 ··· Anchor bolt 7 ··· Comb-shaped hardware 7A · · · Angle part 7B · · · Comb tooth part 8 · · · Bolt 9 · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · ·・ Molding machine 14 ・ ・ ・ Limit switch G ・ ・ ・ Ground

───────────────────────────────────────────────────── フロントページの続き (72)発明者 神谷 清太郎 東京都中央区銀座6丁目2番10号 株式 会社巴コーポレーション内 (72)発明者 新井 聡 東京都中央区銀座6丁目2番10号 株式 会社巴コーポレーション内 (58)調査した分野(Int.Cl.6,DB名) E04B 7/08 E04B 1/32 E04D 3/30──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Seitaro Kamiya 6-2-10 Ginza, Chuo-ku, Tokyo Inside Tomoe Corporation (72) Inventor Satoshi Arai 6-2-10 Ginza, Chuo-ku, Tokyo Stock Company Tomoe Corporation (58) Field surveyed (Int.Cl. 6 , DB name) E04B 7/08 E04B 1/32 E04D 3/30

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 断面凹型よりなる折版アーチ構造材を複
数枚隣接して構築してある折版アーチ構造物であって、
前記折版アーチ構造材が下部構造体上のアンカーボルト
に櫛形金物を介して取り付けられたことを特徴とするピ
ン支持された折版アーチ構造物。
1. A folded arch structure in which a plurality of folded arch structural members each having a concave cross section are constructed adjacent to each other.
A pin-supported folded arch structure, wherein the folded arch structure material is attached to an anchor bolt on a lower structure via a comb-shaped metal member.
【請求項2】 請求項1に記載の折版アーチ構造物にお
いて、前記折版アーチ構造材の端部が下部構造体上面よ
り外側下方に位置するように、前記折版アーチ構造材の
端部近傍を各折版アーチ構造材間に挿入挟持された前記
櫛形金物にボルト接合させたことを特徴とするピン支持
された折版アーチ構造物の支持装置。
2. The folded arch structure according to claim 1, wherein an edge of the folded arch structure is located outside and below an upper surface of the lower structure. A pin-supported folded arch structure supporting device, wherein the vicinity is bolted to the comb-shaped metal member inserted and clamped between each folded arch material.
JP33657695A 1995-12-25 1995-12-25 Pin-supported folded arch structure and supporting device Expired - Fee Related JP2837830B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33657695A JP2837830B2 (en) 1995-12-25 1995-12-25 Pin-supported folded arch structure and supporting device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33657695A JP2837830B2 (en) 1995-12-25 1995-12-25 Pin-supported folded arch structure and supporting device

Publications (2)

Publication Number Publication Date
JPH09177225A JPH09177225A (en) 1997-07-08
JP2837830B2 true JP2837830B2 (en) 1998-12-16

Family

ID=18300581

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33657695A Expired - Fee Related JP2837830B2 (en) 1995-12-25 1995-12-25 Pin-supported folded arch structure and supporting device

Country Status (1)

Country Link
JP (1) JP2837830B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7647737B2 (en) * 2004-10-15 2010-01-19 M.I.C. Industries, Inc. Building panel and building structure
JP4746312B2 (en) * 2004-12-10 2011-08-10 フルタ電機株式会社 Simple compost fermentation apparatus construction method and this simple compost fermentation apparatus

Also Published As

Publication number Publication date
JPH09177225A (en) 1997-07-08

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