JPS5953969B2 - Method for constructing framework of arch-like structure and method for constructing arch-like structure - Google Patents
Method for constructing framework of arch-like structure and method for constructing arch-like structureInfo
- Publication number
- JPS5953969B2 JPS5953969B2 JP8935778A JP8935778A JPS5953969B2 JP S5953969 B2 JPS5953969 B2 JP S5953969B2 JP 8935778 A JP8935778 A JP 8935778A JP 8935778 A JP8935778 A JP 8935778A JP S5953969 B2 JPS5953969 B2 JP S5953969B2
- Authority
- JP
- Japan
- Prior art keywords
- arch
- frames
- constructing
- frame
- vertical
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Description
【発明の詳細な説明】
本発明は屋外渡り廊下、歩道橋、サンルーム、明り取り
、温室、カーポート等に使用する比較的長寸法のアーチ
状構造物の骨組構築法並にアーチ状構造物の構築法に関
する。DETAILED DESCRIPTION OF THE INVENTION The present invention provides a method for constructing a frame of a relatively long arch-shaped structure used for outdoor walkways, pedestrian bridges, sunrooms, light fixtures, greenhouses, carports, etc., and a method for constructing arch-shaped structures. Regarding.
従来からあったこの種の構造物は、アルミニウム押出し
型材或はスチール型鋼からなるアーチ状たて枠を施工現
場にたて枠と同質材料からなるよ二枠で接続して骨組を
構成し、これに面材を貼着して組立てさらに風雨を防ぐ
ようにシールしたものである。Traditionally, this type of structure consists of an arched vertical frame made of extruded aluminum or steel, connected at the construction site by two frames made of the same material as the vertical frame, and then constructed as a frame. It was assembled by pasting a face material on it and then sealing it to protect it from wind and rain.
しかしながら上記の作業はその殆んどが現場施工であり
、アーチ状のたて枠の工作積度が比較的悪いため、この
方法で各部材を現場組立てするには多大の熟練を要する
ものであった。However, most of the above work is carried out on-site, and since the level of workmanship of the arch-shaped vertical frame is relatively poor, it requires a great deal of skill to assemble each member on-site using this method. Ta.
又たて枠、よこ枠、面材で工場内で完成した構造物ユニ
ットを作り、現場で上記ユニットの対向当接したたて枠
端縁部間を接続して長寸法の構造物を構成する別の方法
があるが、接続部でたて枠が2重になるので材料的に不
経済になる等の欠点があった。In addition, a completed structural unit is made in a factory using vertical frames, horizontal frames, and facing materials, and a long structure is constructed by connecting the oppositely abutting ends of the vertical frames of the units on site. There is another method, but it has the disadvantage that the vertical frame is doubled at the connection part, making it uneconomical in terms of materials.
本発明は上記の従来の方法の欠点を考慮してなされたも
ので、現場施工に問題のあったアーチ状に加工されたた
て枠を全て工場にて組立ててなるアーチ状構造物のセッ
ト組(骨組)の構築法ならびにこれを利用してなるアー
チ状構造物の構築法に関する。The present invention has been made in consideration of the drawbacks of the conventional methods described above, and is a set assembly of an arch-shaped structure in which all vertical frames processed into an arch-shape, which had problems in on-site construction, are assembled in a factory. The present invention relates to a method of constructing a (skeleton) and a method of constructing an arch-like structure using the same.
すなわち第1発明は現場施工に問題のあったたて枠の2
個又はこれ以上を並列し、各たて枠相互間を複数個のよ
こ枠で接続して工場内でセット組を作り、現場に於いて
は上記セット組をよこ枠の長さに等しい所定間隔をおい
て一直線上に配列し、セット組相互間をよこ枠で接続し
て長寸法のアーチ状構造物の骨組を構成する進歩した骨
組の構築法を提供するものである。In other words, the first invention is a vertical frame that has problems in on-site construction.
or more in parallel and connect each vertical frame with a plurality of horizontal frames to create a set in the factory, and at the site, the sets are placed at predetermined intervals equal to the length of the horizontal frames. The object of the present invention is to provide an advanced method of constructing a frame in which the sets are arranged in a straight line and the sets are connected by horizontal frames to constitute the frame of a long arch-like structure.
またアーチ状構造物は通常その骨組に面材が取付けられ
ているが面材は本発明にて形成される骨組が施工現場に
て完成された際に取り付けてもよいが第2発明として提
供する次の方法にて取り付ければ面材取り付けに際して
も現場施工が簡易となり有効である。Further, although arch-shaped structures usually have a panel attached to the frame, the panel may be attached when the frame formed by the present invention is completed at the construction site, but this is provided as a second invention. If the following method is used, the on-site construction will be simple and effective when installing the facing material.
つまり第2発明は第1発明にて工場で作成されるセット
組に面材も工場内で取り付けておき、面材が取り付けら
れたセット組を施工現場にてよこ枠の長さに等しい所定
間隔をおいて一直線上に配列し、このセット組内を面材
及び複数のよこ枠で接続してなるアーチ状構造物の構築
法である。In other words, in the second invention, the facing material is also attached in the factory to the set assembly created in the factory in the first invention, and the set assembly with the facing material attached is delivered at a predetermined interval equal to the length of the horizontal frame at the construction site. This is a method of constructing an arch-like structure in which the sets are arranged in a straight line, and the sets are connected with face members and a plurality of horizontal frames.
以下、実施例を示す図面について第2発明の詳細な説明
する。Hereinafter, the second invention will be described in detail with reference to drawings showing embodiments.
第1図は一直線上に配列したアーチ上構造物セット組1
,1′を示す斜視図で、セット組1゜1′は夫々2個以
上のたて枠2 (図の左方のセット組1は2個のたて枠
を、右方のセット組1′は3個のたて枠を使用する)を
並列し、たて枠間を夫々複数個のよこ枠3で接続し、こ
れに面材4をアーチ状に貼着して構成したセット組を形
成する。Figure 1 shows arch structure set group 1 arranged in a straight line.
. (uses three vertical frames) are arranged in parallel, each of the vertical frames is connected by a plurality of horizontal frames 3, and a facing material 4 is attached to this in an arch shape to form a set. do.
セット組1,1′の相互に対向したたて枠2.2間の間
隔Wをよこ枠2の長さに等しく設定し、この空間間隔W
をよこ枠3及び面材4を用いて連結して長寸法のアーチ
状構造物を構成する。The interval W between the mutually opposing vertical frames 2 and 2 of sets 1 and 1' is set equal to the length of the horizontal frame 2, and this spatial interval W
are connected using a horizontal frame 3 and a panel 4 to form a long arch-shaped structure.
以上第2発明について詳述したが、面材は設計仕様によ
って材質・色等が異なるものなので、セット組の単一機
種多量生産を計るために工場ではセット組のみを製造し
、現場においてこれに所望の面材を取付ける場合がある
。The second invention has been described in detail above, but since the material, color, etc. of the face material differs depending on the design specifications, in order to mass produce a single model of a set, only the set is manufactured at the factory, and it is changed at the site. A desired surface material may be attached.
第1発明はこのような場合に適応するものである。The first invention is adapted to such a case.
第1図の構造物の構成各部材を第2図および第3図につ
いてさらに詳しく説明すると、2はアルミニウム等の押
出材をアーチ状に湾曲させたたて枠で、中空薄肉部2a
を内部に面材取付部2bを外側に形成する。To explain each constituent member of the structure in FIG. 1 in more detail with reference to FIGS. 2 and 3, 2 is a vertical frame made of extruded material such as aluminum and curved into an arch shape, and a hollow thin wall portion 2a
A panel mounting portion 2b is formed on the inside and on the outside.
5はたて枠2の外側に取付けるアーチ状の目板で、内側
に断熱バッキング用溝5aを設け、該溝に断熱バッキン
グ材11を介して目板8をたて枠2に固定するビス用ビ
ス孔5bを穿設する。Reference numeral 5 denotes an arch-shaped batten to be attached to the outside of the vertical frame 2, and a groove 5a for a heat insulating backing is provided on the inside, and a screw for fixing the batten 8 to the vertical frame 2 through a heat insulating backing material 11 is provided in the groove. Drill a screw hole 5b.
6はその一部を■型断面に形成したアーチ状の結露受は
部材でたて枠2の面材取付部2bに合成ゴム等のシート
12を介して取付ける。Reference numeral 6 denotes an arch-shaped condensation tray, a part of which is formed in a ■-shaped cross section, and is attached to the face material attaching portion 2b of the vertical frame 2 via a sheet 12 made of synthetic rubber or the like.
4は合成ゴム等のセツチング材13を介して結露受は材
6上に取付ける可撓性を有する合成相捕製面材である。Reference numeral 4 designates a flexible synthetic phase trapping surface material which is attached onto the condensation catcher 6 via a setting material 13 such as synthetic rubber.
面材4をビス及びピンを使用してたて枠2の面材取付部
2bに取付ける。The face material 4 is attached to the face material attachment portion 2b of the vertical frame 2 using screws and pins.
尚、14は目板2内部に設けた断熱材である。Note that 14 is a heat insulating material provided inside the batten 2.
殊に第3図について示す枠関係の部材も第2図に示すた
て枠関係部材と夫々同形断面の部材を使用して互換性を
よくした。In particular, the frame-related members shown in FIG. 3 are also made of members having the same cross-section as the vertical frame-related members shown in FIG. 2 to improve compatibility.
図において3はよこ枠、2’aは中空薄肉部、2’bは
面材取付部、5′は目板、5’aは断熱バッキング溝、
5’bは目板をよこ枠に取付けるビス用ビス孔、11′
は断熱バッキング材、6′は結露受は部材、12′はシ
ー1−113′はセツチング材、14′は断熱バッキン
グ材、4は面材で面材取付部2’bにビス又はピンで取
付ける。In the figure, 3 is a horizontal frame, 2'a is a hollow thin wall part, 2'b is a face material attachment part, 5' is a batten, 5'a is a heat insulating backing groove,
5'b is the screw hole for attaching the batten to the horizontal frame, 11'
is a heat insulating backing material, 6' is a condensation catcher, 12' is a setting material for seams 1-113', 14' is a heat insulating backing material, 4 is a face plate and is attached to the face plate mounting part 2'b with screws or pins. .
尚、上述したたて枠、よこ枠、目板および結露受は部材
は夫々アルミニウム等の押し出し型材で夫々一体的に形
成する。The above-mentioned vertical frame, horizontal frame, battens, and condensation pan are each integrally formed of extruded materials such as aluminum.
上記のたて枠2の下端に溶接したアルミニウム等の厚板
からなる基礎固定ブラケット7をアンカー8を介してコ
ンクリート基礎部9に固定する。A foundation fixing bracket 7 made of a thick plate of aluminum or the like is welded to the lower end of the vertical frame 2 and is fixed to the concrete foundation 9 via anchors 8.
次に第4図ないし第8図について本構造物の組立を説明
する。Next, the assembly of this structure will be explained with reference to FIGS. 4 to 8.
工場内におけるセット組1,1′の組立に当って、2個
以上のたて枠2と複数個のよこ枠を溶接或はビス等を用
いて粗組してできたセット組に面材4をビス及びピンを
介して取付ける。When assembling the set sets 1 and 1' in the factory, two or more vertical frames 2 and a plurality of horizontal frames are roughly assembled using welding or screws, etc., and the face material 4 is attached to the set set. Attach via screws and pins.
この場合面材はたて枠にはピン、よこ枠にはビスを介し
て取付けると工作上好都合である。In this case, it is convenient to attach the face material to the vertical frame using pins and to the horizontal frame using screws.
上記のピン及びビスの頭部を各目板5,5′のバッキン
グ溝5a、5’aに嵌設した断熱バッキング材11.1
1’を目板を介して押圧して断熱する。A heat insulating backing material 11.1 in which the heads of the above pins and screws are fitted into the backing grooves 5a and 5'a of each batten 5 and 5'.
1' is pressed through a batten to insulate it.
この場合セット組端部のたて枠に取付ける目板及びピン
は取り付けずにおくかピンを差して目板は仮止め状態に
しておく。In this case, the battens and pins to be attached to the vertical frame at the end of the set are left unattached, or the battens are temporarily fixed by inserting pins.
上記のように構成した端部のたて枠以外に使用する各目
板と面材間の隙間にはバックアツプ材を施した上でシー
ル材を充填する。A back-up material is applied to the gap between each of the battens and the face material used for the parts other than the vertical frame at the end configured as described above, and then a sealing material is filled.
面材を取付けたセット組1或は1′の長さはトラック輸
送等に適した寸法に設計されている。The length of the set 1 or 1' to which the face material is attached is designed to be suitable for truck transportation, etc.
さらにセント組1,1′の両端に当るたて枠2,2の端
面15,15を切欠き〔第4図及び第5図〕たて枠内部
にアルミ鋳物等からなる継手金具10を嵌入し金具の1
0a部をビス16で1定する。Furthermore, the end faces 15, 15 of the vertical frames 2, 2, which correspond to both ends of the center assemblies 1, 1', are cut out [Figs. 4 and 5] and the fittings 10 made of aluminum casting or the like are inserted into the vertical frames. Metal fittings 1
Part 0a is fixed with screw 16.
設置現場に搬送したセラI・組1或は1′をよこ枠の長
さに等しい間隔をおいて一直線上に配列する。The cellars I and set 1 or 1' transported to the installation site are arranged in a straight line at intervals equal to the length of the horizontal frame.
セット組相互間を接続すべきよこ枠3の両端底部にあら
かじめ切欠17 (第6図)を設け、上記よこ枠2を対
向突出した継手金具10,10の10b、10b部に上
方より外嵌し、ビス18で固定する。Notches 17 (Fig. 6) are provided in advance at the bottom of both ends of the horizontal frame 3 to connect the sets, and the horizontal frame 2 is fitted from above into the portions 10b and 10b of the joint fittings 10, 10 that protrude oppositely, Fix with screw 18.
次にセット組加工時と同様に面材4をビス、ピン等にて
取付け、目板5′を取付けた上で間隙部にシール材を充
填する。Next, the face material 4 is attached with screws, pins, etc. in the same manner as in the set assembly process, and after the battens 5' are attached, the gap is filled with a sealing material.
尚、たて枠2とよこ枠3間にシール材19を充填する際
に継手金具10の凹部10Cがバックアップの役目をす
る。Incidentally, when filling the space between the vertical frame 2 and the horizontal frame 3 with the sealing material 19, the recess 10C of the joint fitting 10 serves as a backup.
。セット組のたて枠、よこ枠の組立には継手金具を使用
せずに溶接或いはビス等で粗組したが、現場組立時と同
様に工場内においても継手金具を用いてセット組を組立
ててもよい。. The vertical and horizontal frames of the set assembly were roughly assembled by welding or screws without using fittings, but the set assembly was assembled using fittings in the factory as well as on-site assembly. Good too.
本発明は上記のように構成してその殆んどが設備、管理
の行き届いた工場内で行なわれるので精度が良く、又現
場作業が簡単で熟練を必要としない。The present invention is constructed as described above, and most of the work is carried out in a well-equipped and well-managed factory, resulting in good accuracy, and the on-site work is simple and requires no skill.
接合に対向したたて枠を重ねることがないので材料的に
無駄がない。Since the vertical frames facing the joint are not overlapped, there is no waste of material.
さらに実施例に示す如く目板がバッキング材により絶縁
されており断熱・防露の効果が大きく、たて、よこの各
目板、枠、結露骨は部材に同一断面の型材を使用するの
で互換性にすぐれている等多くの特徴を有する。Furthermore, as shown in the example, the batten is insulated by a backing material, which has a great heat insulation and dew-proofing effect, and the vertical and horizontal battens, frames, and condensation ribs are compatible because they are made of the same cross-sectional material. It has many characteristics such as excellent sex.
第1図は本発明の構築法を示す概略斜視図、第2図は第
1図のII−II線についての横断面図、第3図は第1
図のIII −III線についての縦断面図、第4図な
いし第6図は現場におけるセット組接続要領を示す夫々
正面図、横断面図及び縦断面図、第7図及び第8図は継
手金具の夫々正面図及び側面図である。
1.1′・・・・・・セット組、2・・・・・・たて枠
、3・・・・・・よこ枠、4・・・・・・面材。Figure 1 is a schematic perspective view showing the construction method of the present invention, Figure 2 is a cross-sectional view taken along line II-II in Figure 1, and Figure 3 is a cross-sectional view of the
A vertical sectional view taken along line III-III in the figure, Figures 4 to 6 are a front view, a cross sectional view, and a longitudinal sectional view, respectively, showing how to connect a set in the field. Figures 7 and 8 are fittings for fittings. They are a front view and a side view, respectively. 1.1'...set set, 2...vertical frame, 3...horizontal frame, 4...face material.
Claims (1)
を複数個のよこ枠で接続してセット組を組立て、該セッ
ト組をよこ枠の長さに等しい所定間隔をおいて一直線上
に配列し、さらにセット糾問によこ枠を配設接続してな
るアーチ状構造物の骨組構築法。 22個以上のアーチ状たて枠を並列し、各たて枠相互間
も複数個のよこ枠で接続してセット組を組立て、該セッ
ト組に面材の四周縁を取付けて面材の取付けられたセッ
ト組を構成し、さらによこ粋の長さに等しい所定間隔を
おいて一直線上に配列したアーチ状構造物セット組相互
間を面材及び複数のよこ枠で接続してなるアーチ状構造
物の構築法。[Claims] A set is assembled by arranging 12 or more arched vertical frames in parallel and connecting each vertical frame with a plurality of horizontal frames, and the set is made up of the length of the horizontal frames. A method for constructing the framework of an arch-like structure, which is arranged in a straight line at equal predetermined intervals and further arranged and connected with horizontal frames. Assembling a set by arranging 22 or more arched vertical frames in parallel and connecting each vertical frame with multiple horizontal frames, attaching the four peripheral edges of the facing material to the set, and attaching the facing material. An arch-like structure formed by connecting sets of sets arranged in a straight line at predetermined intervals equal to the length of the width by connecting the set sets with face materials and a plurality of horizontal frames. How to construct things.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8935778A JPS5953969B2 (en) | 1978-07-24 | 1978-07-24 | Method for constructing framework of arch-like structure and method for constructing arch-like structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8935778A JPS5953969B2 (en) | 1978-07-24 | 1978-07-24 | Method for constructing framework of arch-like structure and method for constructing arch-like structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5516174A JPS5516174A (en) | 1980-02-04 |
| JPS5953969B2 true JPS5953969B2 (en) | 1984-12-27 |
Family
ID=13968452
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP8935778A Expired JPS5953969B2 (en) | 1978-07-24 | 1978-07-24 | Method for constructing framework of arch-like structure and method for constructing arch-like structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5953969B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20220124879A (en) * | 2021-03-04 | 2022-09-14 | (주)스마트레이더시스템 | Radar apparatus for detecting target object |
-
1978
- 1978-07-24 JP JP8935778A patent/JPS5953969B2/en not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20220124879A (en) * | 2021-03-04 | 2022-09-14 | (주)스마트레이더시스템 | Radar apparatus for detecting target object |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5516174A (en) | 1980-02-04 |
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