JPH01260179A - Membrane structure - Google Patents
Membrane structureInfo
- Publication number
- JPH01260179A JPH01260179A JP8943888A JP8943888A JPH01260179A JP H01260179 A JPH01260179 A JP H01260179A JP 8943888 A JP8943888 A JP 8943888A JP 8943888 A JP8943888 A JP 8943888A JP H01260179 A JPH01260179 A JP H01260179A
- Authority
- JP
- Japan
- Prior art keywords
- cable
- chord
- frame
- string cable
- tension
- 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
Links
- 239000012528 membrane Substances 0.000 title claims abstract description 26
- 239000000463 material Substances 0.000 claims description 22
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 230000003796 beauty Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
Landscapes
- Tents Or Canopies (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明はケーブルを用いて膜材に張力を導入する構造
の膜構造物に関するものである。DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a membrane structure in which tension is introduced into a membrane material using a cable.
ケーブルを用いた膜構造物では、通常膜材の周辺、また
は両端を支持しておき、これにケーブルにより面外方向
へ力を加えることにより張力が導入されるが、この構造
は一般に鉄骨等の骨組を併用することが多く、主要な架
構は鉄骨で構成されるので部材数が多くなり、屋根の重
量が大きくなるのが実情である。また鉄骨の存在により
膜材自身が張力を得ることによって保有する形態の美し
さが損なわれる恐れがある。In membrane structures using cables, the periphery or both ends of the membrane material are usually supported, and tension is introduced by applying force in an out-of-plane direction with the cable, but this structure is generally The reality is that a frame is often used in conjunction with the roof, and the main frame is made of steel, which increases the number of members and the weight of the roof. Furthermore, the presence of the steel frame may cause the membrane material itself to gain tension, which may impair the beauty of its form.
この発明はこうしたケーブルを用いた膜構造物の事情を
踏まえてなされたもので、ケーブルを架構として利用す
ることにより上記の不都合を解消しようとするものであ
る。This invention was made in consideration of the circumstances surrounding membrane structures using such cables, and attempts to eliminate the above-mentioned disadvantages by utilizing cables as a frame.
本発明では膜材の張られる上弦ケーブルと張力を導入す
る下弦ケーブル間に双方を互いに引き寄せるつなぎ材を
架設してケーブルビームを形成し、これを膜材を支持す
る架構として自立させることにより膜材・本来の形態を
生かしながら架構の簡素化及び軽量化を実現する。In the present invention, a cable beam is formed by constructing a connecting material between the upper string cable on which the membrane material is stretched and the lower string cable that introduces tension to each other, and this is made to stand on its own as a frame to support the membrane material. - Achieve a simpler and lighter frame while making use of the original form.
ケーブルビームは距離をおいて並列する鉄骨等よりなる
骨組間にこれに直交して架設されて架橋を形成し、上弦
ケーブルは骨組の上端に接続され、下弦ケーブルは下向
き（負）の曲率に湾曲した状態に骨組の下端に滑動自在
に支持される。The cable beam is installed perpendicularly between frames made of steel frames, etc. arranged in parallel at a distance to form a bridge, the top string cable is connected to the top end of the frame, and the bottom string cable is curved with a downward (negative) curvature. It is slidably supported at the lower end of the frame in this state.
膜材へは、下弦ケーブルを緊張することによりつなぎ材
が下方へ引き寄せられ、同時に上弦ケーブルが上向き（
正）の曲率に湾曲し、張力が導入されることになる。By tensioning the bottom string cable, the tether material is pulled downward to the membrane material, and at the same time, the top string cable is pulled upward (
(positive) curvature and tension will be introduced.
以下本発明を一実施例を示す図面に基づいて説明する。 The present invention will be explained below based on the drawings showing one embodiment.
この発明の膜構造物Ａは第１図−■に示すように上弦ケ
ーブル１と下弦ケーブル２とをつなぎ材３で連結してな
るケーブルビームａを並列する骨組す、ｂ間に直交して
架設し、■のように下弦ケーブル２を引張ることによっ
て上弦ケーブル１上に張られる膜材４に張力を導入する
構造としたものである。第２図はケーブルビームａと骨
組す、ｂとの位置関係を示す。As shown in Fig. 1-■, the membrane structure A of the present invention is constructed by constructing cable beams a made by connecting an upper string cable 1 and a lower string cable 2 with a connecting material 3, and extending orthogonally between the cable beams a and b. However, as shown in (3), by pulling the lower string cable 2, tension is introduced into the membrane material 4 stretched over the upper string cable 1. FIG. 2 shows the positional relationship between the cable beam a and the frame b.
骨組すは鉄骨をトラス梁状に組み立てる、もしくは上記
の上下弦ケーブルとつなぎ材からなるケーブルビーム、
またはコンクリート梁等により形成される。The framework is constructed by assembling steel frames in the form of truss beams, or by constructing cable beams made of the above-mentioned upper and lower string cables and connecting materials.
Or formed by concrete beams, etc.
上弦ケーブル１は第１図−１に示すように骨組す、ｂの
上端間に水平、もしくは下に凸に架設され、ここに接続
される。As shown in FIG. 1-1, the upper string cable 1 is installed horizontally or downwardly convexly between the upper ends of the frame b, and is connected thereto.
一方下弦ケーブル２は骨組す、 ｂの下端間に下向き
（負）の曲率、すなわち上に凸に架設され、ここにロー
ラ５等によって滑動自在に支持される。On the other hand, the lower string cable 2 is installed between the lower ends of the frame b with a downward (negative) curvature, that is, an upward convexity, and is slidably supported there by rollers 5 and the like.
上弦ケーブル１と下弦ケーブル２とは１本、または長さ
の異なる複数本のつなぎ材３によって連結され、また膜
材４は上弦ケーブル１上に張り付けられて上弦ケーブル
１の挙動に追従する。The upper string cable 1 and the lower string cable 2 are connected by one or a plurality of connecting members 3 of different lengths, and the membrane material 4 is pasted on the upper string cable 1 to follow the behavior of the upper string cable 1.
膜材４への張力導入は第゛１図−１の状態において、下
弦ケーブル２の一端、または両端を外側へ引張ることに
よってその曲率、すなわちライズを小さくし、つなぎ材
３により上弦ケーブル１を下方へ引き寄せ、これを■の
ように上向き（正）の曲率にすることによって行われる
。Tension is introduced into the membrane material 4 by pulling one end or both ends of the lower string cable 2 outward to reduce its curvature, that is, the rise, in the state shown in Figure 1-1, and then pulling the upper string cable 1 downward using the connecting material 3. This is done by pulling it towards the center and making it have an upward (positive) curvature like ■.
上弦ケーブル１と下弦ケーブル２の端部は第３図に示す
ように屋根架橋を支持する周辺の支持構造物Ｂに定着さ
れる。The ends of the upper chord cable 1 and the lower chord cable 2 are anchored to a surrounding support structure B that supports the roof bridge, as shown in FIG.
第４図は本発明を実施した建物の構築例を示したもので
ある。FIG. 4 shows an example of the construction of a building in which the present invention is implemented.
この発明は以上の通りであり、膜材の張られる上弦ケー
ブルとこれに張力を与える下弦ケーブルとからなるケー
ブルビームが架構を構成するものであるため屋根架構の
簡素化及び軽量化が図られると同時に、膜材は上弦ケー
ブルの形状に従うためその本来の形態を生かすことがで
きる。This invention is as described above, and since the cable beam consisting of the upper string cable on which the membrane material is stretched and the lower string cable that applies tension to the cable beam constitutes the structure, the roof structure can be simplified and lightened. At the same time, since the membrane material follows the shape of the upper string cable, its original form can be utilized.
また下弦ケーブルのライズを大きく取っておくことによ
って膜材への再張力の導入も容易に行うことが可能であ
る。Furthermore, by setting a large rise in the lower string cable, re-tension can be easily introduced into the membrane material.
第１図−１，Ｕはそれぞれケーブルビーム架設時、張力
導入時の様子を示した立面図、第２図はその平面図、第
３図、第４図は建物の構築例を示したそれぞれ断面図、
斜視図である。
Ａ・・・・・・膜構造物、ａ・・・・・・ケーブルビー
ム、１・・・・・・上弦ケーブル、２・・・・・・下弦
ケーブル、３・・・・・・つなぎ材、４・・・・・・膜
材、ｂ・・・・・・骨組、５・・・・・・ローラ、Ｂ・
・・・・・支持構造物。Figure 1-1 and U are elevation views showing the state of cable beam installation and tension introduction, respectively, Figure 2 is its plan view, and Figures 3 and 4 are examples of building construction. cross section,
FIG. A: Membrane structure, a: Cable beam, 1: Upper string cable, 2: Lower string cable, 3: Connecting material , 4... Membrane material, b... Frame, 5... Roller, B.
...Support structure.
Claims (1)
れる下弦ケーブル間に双方を互いに引き寄せるつなぎ材
を架設してなるケーブルビームを、距離をおいて並列す
る骨組間にこれに直交して架設し、上弦ケーブルを骨組
の上端に接続し、下弦ケーブルを骨組の下端に滑動自在
に支持させるとともに、上弦ケーブル上に膜材を張って
構成され、下弦ケーブルを緊張して膜材に張力を導入す
る構造としてあることを特徴とする膜構造物。(1) A cable beam is constructed by installing a connecting material between the upper string cable and the lower string cable placed below it with a downward curvature to draw them together, and is installed perpendicularly between the frames parallel to each other at a distance. The first string cable is connected to the upper end of the frame, the lower string cable is slidably supported at the lower end of the frame, and a membrane material is stretched over the first string cable, and tension is introduced into the membrane material by tensioning the lower string cable. A membrane structure characterized by having a structure in which:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63089438A JPH0625488B2 (en) | 1988-04-12 | 1988-04-12 | Membrane structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63089438A JPH0625488B2 (en) | 1988-04-12 | 1988-04-12 | Membrane structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH01260179A true JPH01260179A (en) | 1989-10-17 |
| JPH0625488B2 JPH0625488B2 (en) | 1994-04-06 |
Family
ID=13970683
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP63089438A Expired - Fee Related JPH0625488B2 (en) | 1988-04-12 | 1988-04-12 | Membrane structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0625488B2 (en) |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6332069A (en) * | 1986-07-23 | 1988-02-10 | 新日本製鐵株式会社 | Metal membrane lining roof structure |
-
1988
- 1988-04-12 JP JP63089438A patent/JPH0625488B2/en not_active Expired - Fee Related
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6332069A (en) * | 1986-07-23 | 1988-02-10 | 新日本製鐵株式会社 | Metal membrane lining roof structure |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0625488B2 (en) | 1994-04-06 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JPH03241128A (en) | Arch dime reinforced by tension member and construction method thereof | |
| GB1484236A (en) | Roof structure | |
| JPH01295942A (en) | Introduction of tensile force of radial expanded chord girder construction | |
| JPH01260179A (en) | Membrane structure | |
| JP2004156388A (en) | Construction method of arch structure, dome structure and its construction method | |
| JP3409265B2 (en) | Large dome with membrane structure and its construction method | |
| JPH01250544A (en) | Tension introduction in tensed beam structure | |
| JPH09111943A (en) | Building having domed roof | |
| JPH03103560A (en) | Truss structure | |
| JPH0734542A (en) | Double cable net roof structure | |
| JPH09158387A (en) | Roof frame | |
| JP3615025B2 (en) | Construction method of single-layer lattice shell structure | |
| JP2761792B2 (en) | Construction method of large space building | |
| JP2004324214A (en) | Construction method for roof frame of structure | |
| JPH08260605A (en) | Large-span floor structure system | |
| JP2518624B2 (en) | Beam equipment for buildings | |
| JP2595057Y2 (en) | Large roof frame | |
| JPH02274939A (en) | Domeform frame film structure | |
| JPH0489939A (en) | Large span truss erecting method | |
| JP3201897B2 (en) | Membrane structure | |
| JP3254613B2 (en) | String beam structure | |
| JPH0489940A (en) | Ground erection method for chord stretching beam | |
| JP2630328B2 (en) | String beam roof | |
| JP2683415B2 (en) | Cable-stayed bridge | |
| JPH0367172B2 (en) |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |