JPH06212728A - Opening and closing roof structure - Google Patents
Opening and closing roof structureInfo
- Publication number
- JPH06212728A JPH06212728A JP1942793A JP1942793A JPH06212728A JP H06212728 A JPH06212728 A JP H06212728A JP 1942793 A JP1942793 A JP 1942793A JP 1942793 A JP1942793 A JP 1942793A JP H06212728 A JPH06212728 A JP H06212728A
- Authority
- JP
- Japan
- Prior art keywords
- shed
- cable
- roof structure
- roof
- opening
- 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
- 230000006835 compression Effects 0.000 abstract description 12
- 238000007906 compression Methods 0.000 abstract description 12
- 238000005452 bending Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 230000007423 decrease Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 239000011347 resin Substances 0.000 description 3
- 229920005989 resin Polymers 0.000 description 3
- 239000000470 constituent Substances 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 239000004809 Teflon Substances 0.000 description 1
- 229920006362 Teflon® Polymers 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- BFKJFAAPBSQJPD-UHFFFAOYSA-N tetrafluoroethene Chemical group FC(F)=C(F)F BFKJFAAPBSQJPD-UHFFFAOYSA-N 0.000 description 1
- 239000002759 woven fabric Substances 0.000 description 1
Landscapes
- Tents Or Canopies (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、野球場や運動場等の大
規模な施設である競技場構造物等に用いられる開閉式屋
根構造に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a retractable roof structure used for a stadium structure, which is a large-scale facility such as a baseball field or a sports field.
【0002】[0002]
【従来の技術】野球場や運動場等の大規模な競技施設に
は屋根が設けられていないことが従来一般的であった
が、近年、天候に左右されずに使用できる施設が望ま
れ、例えば、ガラス繊維織物に四フッ化エチレン樹脂
(テフロン樹脂)を主成分とする樹脂をコーティングし
て成る膜材を屋根材として用いて、これを空気圧によっ
て膨らませる、という空気膜構造の屋根を設けた施設が
実用化されている。2. Description of the Related Art It has been common that large-scale competition facilities such as baseball fields and sports fields are not provided with roofs, but in recent years, facilities that can be used regardless of the weather have been desired. , A roof of air film structure was used in which a glass fiber woven fabric was coated with a resin containing tetrafluoroethylene resin (Teflon resin) as a main component as a roof material, and this was inflated by air pressure. The facility is in practical use.
【0003】しかしながら、空気膜構造の屋根を備えた
施設では、本来は自然環境の下で行われるべき競技を室
内で行うことになるので趣向が損なわれるばかりではな
く、施設内を加圧する動力費がかさむ、施設内の気密を
保持するために開口部の構造が複雑になる、といった難
点があり、このため、近年においては、剛性を有し、し
かも必要に応じて開閉することのできる各種の屋根構造
体が提案されている。However, in a facility having an air film structure roof, a competition that should originally be performed in a natural environment is performed indoors, which not only spoils the taste, but also costs the power to pressurize the facility. However, the structure of the opening is complicated in order to maintain the airtightness in the facility. Therefore, in recent years, various types of materials that have rigidity and can be opened and closed as needed are provided. Roof structures have been proposed.
【0004】従来のこの種の屋根構造体としては、特開
平3−2439号公報に開示されたものがある。この開
示技術は、図7に示すように環状の立体トラス30を備
えており、この立体トラス30は、野球場等31の外周
部に並べられて立設された柱もしくは外壁32によって
その外周縁部が支持されて、この野球場等31を覆って
いる。As a conventional roof structure of this type, there is one disclosed in Japanese Patent Application Laid-Open No. 3-2439. The disclosed technology includes an annular space truss 30 as shown in FIG. 7, and the space truss 30 has an outer peripheral edge formed by a pillar or an outer wall 32 that is erected on the outer peripheral portion of a baseball field 31 or the like. The club is supported and covers this baseball field 31.
【0005】立体トラス30は、それぞれ鉄骨材からな
る外郭材33、上弦材34、下弦材35およびラチス材
36により組み立てられたものであって、外郭材33の
下端部が柱もしくは外壁32の上端にローラ支承される
ことによって、柱もしくは外壁32に支持されるように
なっている。The space truss 30 is constructed by an outer shell member 33, an upper chord member 34, a lower chord member 35, and a lattice member 36 each made of a steel frame material, and the lower end portion of the outer shell member 33 is the upper end of a pillar or outer wall 32. It is adapted to be supported by the column or outer wall 32 by being supported by rollers.
【0006】そして、この立体トラス30の中央部には
開口部37が形成してあり、立体トラス30の上面には
開口部37を開閉する屋根構造38が設けてある。そし
て、この屋根38は半割りドーム状の対の可動屋根38
a、38bから構成されていて、この可動屋根38a、
38bが実線に示すように開口部37を閉塞した状態か
ら仮想線に示す位置に移動してこの開口部37を開放す
る。An opening 37 is formed in the center of the space truss 30, and a roof structure 38 for opening and closing the opening 37 is provided on the upper surface of the space truss 30. And this roof 38 is a movable roof 38 with a pair of half-domes.
a movable roof 38a,
38b moves from the state where the opening 37 is closed as shown by the solid line to the position shown by the phantom line to open the opening 37.
【0007】[0007]
【発明が解決しようとする課題】しかしながら、上記従
来の競技場構造物における屋根構造38にあっては、複
数枚の上屋を重ねる構造ではなく、可動屋根38a、3
8bがそれぞれに一枚物であって、スパンが大きく、重
量が大きくなって、屋根構造が大型化、高重量化し、構
造物の建築費の巨大化等の、大型競技場構造物を建設す
る場合に大きな問題となっていた。However, the roof structure 38 in the above conventional stadium structure is not a structure in which a plurality of sheds are stacked, but movable roofs 38a, 3a.
8b is a single piece, and the span is large, the weight is large, the roof structure is large and heavy, and the construction cost of the structure is huge. If that was a big problem.
【0008】また、複数枚の上屋を重ね、これを水平移
動する形式の移動上屋もあるが、この移動上屋にあって
は、スパン(径間)が大きくなると梁成が高くなり、重
量も大きくなる。このために、この移動上屋を支える構
造物が大規模化し、高重量化して構造物の建築費の巨大
化等の、大型競技場構造物を建設する場合の大きな問題
を生じていた。There is also a moving shed of a type in which a plurality of sheds are piled up and horizontally moved, but in this moving shed, the beam formation becomes higher as the span (span) becomes larger, The weight also increases. For this reason, the structure that supports the moving shed has become large-scaled and has become heavy, and the construction cost of the structure has become huge.
【0009】本発明は、上記の問題点に着目して成され
たものであって、その目的とするところは、移動上屋構
造体の軽量化が可能になって、この移動上屋構造体を支
える屋根構造体の大規模化、高重量化が免れ、構造物の
建築費の巨大化等の、大型競技場構造物を建設する場合
の大きな問題を解消することである。The present invention has been made in view of the above problems, and an object of the present invention is to make it possible to reduce the weight of a moving roof structure. It is to solve major problems in constructing a large stadium structure, such as avoiding the large scale and heavy weight of the roof structure that supports the construction, enormous construction cost of the structure, and the like.
【0010】[0010]
【課題を解決するための手段】上記の目的を達成するた
めに、本発明は、複数枚の上屋を、水平に移動可能に重
ね合わせて上屋の移動により屋根構造体の上部の開口部
を開閉する競技場構造物の開閉式屋根構造において、少
なくとも最下段に配される上屋を、下弦部材にケーブル
を用い、ケーブルに引張力を与えて、上側への曲げ変形
を上弦部材に与える張弦梁構造にしたことを特徴とす
る。In order to achieve the above-mentioned object, the present invention relates to an opening at the top of a roof structure by stacking a plurality of sheds so that they can move horizontally and moving the sheds. In the openable roof structure of the stadium structure that opens and closes, at least the shed that is arranged at the lowermost stage uses a cable for the lower chord member and applies tensile force to the cable to give upward bending deformation to the upper chord member It is characterized by a stringed beam structure.
【0011】[0011]
【作用】かかる構成により、少なくとも最下段に配され
る上屋が張弦梁構造であって、さらに、その上部に重な
る上屋をも支える構造としたことから、その重量が軽量
になり、移動上屋構造体全体の軽量化が可能である。し
たがって、この移動上屋構造体を支える屋根構造体の大
規模化、高重量化が免れ、構造物の建築費の巨大化等
の、大型競技場構造物を建設する場合の大きな問題を解
消することができる。With this structure, at least the lowermost shed has a stringed beam structure, and the shed that overlies the upper shelves is also supported. The weight of the entire structure can be reduced. Therefore, the roof structure that supports this moving shed structure will not be upscaled and heavier, and the big problems in constructing a large stadium structure such as enormous construction cost of the structure will be solved. be able to.
【0012】[0012]
【実施例】以下、本発明の実施例を図面に基づいて説明
する。Embodiments of the present invention will be described below with reference to the drawings.
【0013】図1は本発明に係わる開閉式屋根構造の斜
視図、図2は同開閉式屋根構造の平面図、図3は同開閉
式屋根構造の正面図、図4は同開閉式屋根構造の側面図
である。FIG. 1 is a perspective view of the retractable roof structure according to the present invention, FIG. 2 is a plan view of the retractable roof structure, FIG. 3 is a front view of the retractable roof structure, and FIG. 4 is the retractable roof structure. FIG.
【0014】本発明に係わる開閉式屋根構造の移動上屋
構造体1は、屋根構造体2の頂上部に設けられて、この
頂上部に設けられた開口部3を開閉するものである。The movable roof structure 1 having a retractable roof structure according to the present invention is provided at the top of the roof structure 2 and opens and closes an opening 3 provided at the top.
【0015】すなわち、屋根構造体2の開口部3を挟ん
だ左右(開口部3の長手方向を左右方向とする)の部位
には架台4が設置してあり、これらの架台4に左右方向
に沿うレール5が軌設してある。That is, the gantry 4 is installed at the left and right portions (with the longitudinal direction of the opening 3 as the left-right direction) sandwiching the opening 3 of the roof structure 2. A rail 5 is provided along the rail.
【0016】前記移動上屋構造体1は、左右一対の分割
屋根構造体6を備えており、これらの分割屋根構造体6
はそれぞれに下段の上屋7と上段の上屋8とから構成し
てある。The moving roof structure 1 is provided with a pair of left and right split roof structures 6, and these split roof structures 6 are provided.
Is composed of a lower shed 7 and an upper shed 8, respectively.
【0017】この下段の上屋7は張弦梁構造である。す
なわち、この下段の上屋7は、図3および図4に示すよ
うに、中央部から両端側に向かって下方に傾斜する山形
形状の立体トラス構造の梁9を主構成部材とし、これを
例えばサブビーム、棟繋ぎ梁およびけた梁(いずれも図
示せず)を用いて組み立てて成る上弦部材(屋根部材)
10を備えており、この上弦部材10の下面には、左右
方向に所定の間隔をおいて複数の張弦梁部11が設けて
あり、隣り合う張弦梁部11は互いに連結材12により
連結してある。The lower shed 7 has a stringed beam structure. That is, as shown in FIGS. 3 and 4, this lower shed 7 has, as a main constituent member, a beam 9 having a mountain-shaped three-dimensional truss structure that inclines downward from the central portion toward both end sides. Upper chord member (roof member) constructed by using sub beams, ridge connecting beams and beam beams (all not shown)
The upper chord member 10 is provided with a plurality of tension beam members 11 on the lower surface of the upper chord member 10 at predetermined intervals in the left-right direction, and adjacent tension beam members 11 are connected to each other by a connecting member 12.
【0018】これらの張弦梁部11は、上弦部材10の
中央部から両端部に向かうにしたがって漸次その長さが
短くなる複数の圧縮部材13の上端部を上弦部材10に
結合し、上弦部材10の一端部から圧縮部材13の下端
部を経て上弦部材10の他端部にかけてケーブル14を
張って構成してある。ケーブル14の端部は上弦部材1
0の両端部の中央部にピン結合されている。These stringed beam portions 11 are joined to the upper chord member 10 by connecting the upper end portions of a plurality of compression members 13 whose length gradually decreases from the central portion of the upper chord member 10 toward both ends. The cable 14 is stretched from one end to the other end of the upper chord member 10 via the lower end of the compression member 13. The end of the cable 14 is the upper chord member 1
Pins are connected to the center of both ends of 0.
【0019】この下段の上屋7にあっては、ケーブル1
4を用いた合理的な釣合系が得られ、しかも、全体が鉄
骨構造の屋根に比較して軽量であるという特長がある。In this lower shed 7, the cable 1
A rational balance system using 4 is obtained, and the overall weight is lighter than that of a steel structure roof.
【0020】このように構成された下段の上屋7はその
下部に複数の車輪(図示せず)を備えており、また、下
段の上屋7の上面部には左右方向に沿うレール15が横
方向に所定の間隔で敷設してある。そして、下段の上屋
7は、車輪をレール5に載せて架台4まで移動できるよ
うに配置されている。The lower shed 7 thus constructed has a plurality of wheels (not shown) at its lower portion, and a rail 15 extending in the left-right direction is provided on the upper surface of the lower shed 7. It is laid in the lateral direction at a predetermined interval. The lower shed 7 is arranged so that the wheels can be placed on the rails 5 and moved to the gantry 4.
【0021】前記上屋7の上段の上屋8は、中央部から
両端側に向かって下方に傾斜する山形形状の立体トラス
構造の梁16を主構成部材とし、これを例えばサブビー
ム、棟繋ぎ梁およびけた梁(いずれも図示せず)を用い
て組み立てて成る上弦部材(屋根部材)10´を備えて
おり、上屋8の内端には、張弦梁部18が構成してあ
る。この張弦梁部18は、上記した張弦梁部11と同様
に上弦部材10´の中央部から両端部に向かうにしたが
って漸次その長さが短くなる複数の圧縮部材13´の上
端部を上弦部材10´に結合し、上弦部材17の一端部
から圧縮部材13´の下端部を経て上弦部材10´の他
端部にかけてケーブル14´を張って構成してある。ケ
ーブル14´の端部は上弦部材10´の両端部にピン結
合されている。上屋8の下面部には複数の車輪(図示せ
ず)が設けてある。なお、上、下段の上屋7、8には移
動のための移動用駆動装置(図示せず)が設置してあ
る。The upper shed 8 of the shed 7 has, as a main constituent member, a beam 16 having a mountain-shaped three-dimensional truss structure which inclines downward from the central portion toward both end sides. An upper chord member (roof member) 10 'assembled by using beam beams (not shown) is provided, and a string string beam portion 18 is formed at the inner end of the roof 8. Like the above-mentioned tension string beam portion 11, this tension string beam portion 18 has the upper end portions of the plurality of compression members 13 ′ whose length gradually decreases from the central portion of the upper chord member 10 ′ toward both ends to the upper chord member 10 ′. The cable 14 'is connected and stretched from one end of the upper chord member 17 through the lower end of the compression member 13' to the other end of the upper chord member 10 '. The ends of the cable 14 'are pin-connected to both ends of the upper chord member 10'. A plurality of wheels (not shown) are provided on the lower surface of the shed 8. In addition, a moving drive device (not shown) for moving is installed in the upper and lower sheds 7, 8.
【0022】そして、前記上段の上屋8は、車輪を前記
レール15に載せて下段の上屋7に重ねられており、左
右の上段の上屋8は、その内端部の張弦梁部18を互い
に対向させている。そして、下段の上屋7と同様に架台
4まで移動できるように配置されている。The upper shed 8 is placed on the lower shed 7 with wheels mounted on the rails 15, and the upper and left shed 8 on the left and right have a stringed beam portion 18 at the inner end thereof. They are facing each other. Then, like the lower shed 7, it is arranged so that it can be moved to the gantry 4.
【0023】次の作用を説明する。The following operation will be described.
【0024】前記移動用駆動装置の稼動により、左右の
下段の上屋7がレール5上を内方に移動して停止し、次
に、上段の上屋8が前記レール15上を内方に移動し
て、これらの上段の上屋8の内端部を互いに接すること
により、前記開口部3が上、下段の上屋7、8により閉
塞される。By the operation of the moving drive device, the left and right lower sheds 7 move inward on the rails 5 and stop, and then the upper shed 8 moves inwardly on the rails 15. By moving and contacting the inner ends of the upper sheds 8 with each other, the opening 3 is closed by the upper and lower sheds 7, 8.
【0025】また、前記移動用駆動装置の逆の稼動によ
り、左右の上段の上屋8が、前記レール15上を外方に
移動して下段の上屋7に重ねられ、次に下段の上屋7と
共に上段の上屋8もレール5上を外方に移動することに
より、前記開口部3が開口される。By the reverse operation of the moving drive device, the left and right upper shelves 8 move outward on the rails 15 and are stacked on the lower shed 7, and then the lower shed. The upper shed 8 as well as the shed 7 moves outward on the rail 5 to open the opening 3.
【0026】前記下段の上屋7は、上弦部材10の下面
に、左右方向に所定の間隔をおいて複数の張弦梁部11
を設け、隣り合う張弦梁部11を互いに連結材12によ
り連結した張弦梁構造であるために、合理的な釣合系を
有しており、しかも、全体が鉄骨構造の屋根に比較して
軽量であることから、移動上屋構造体1の軽量化が可能
である。従って、この移動上屋構造体1を支える屋根構
造体2の大規模化、高重量化は免れる。The lower shed 7 has a plurality of tension beam portions 11 on the lower surface of the upper chord member 10 at predetermined intervals in the left-right direction.
And a stringed beam structure in which adjacent stringed beam portions 11 are connected to each other by a connecting member 12, a rational balance system is provided, and moreover, the entire structure is lighter than a roof having a steel frame structure. Therefore, the weight of the moving roof structure 1 can be reduced. Therefore, the roof structure 2 supporting the moving roof structure 1 is prevented from increasing in size and weight.
【0027】また、上記のように、前記下段の上屋7の
張弦梁部11を、上弦部材10の中央部から両端部に向
かうにしたがって漸次その長さが短くなる複数の圧縮部
材13の上端部を結合し、上弦部材10の一端部から圧
縮部材13の下端部を経て上弦部材10の他端部にかけ
てケーブル14を張って構成し、複数の圧縮部材13の
下端部を揃えてケーブル14が一直線になるようにして
あるが、これに限らず、図6に示すように複数の圧縮部
材13の下端部を揃えずに、中央の圧縮部材13を一番
に長くし、両端部に向かうにしたがって圧縮部材13を
短くして、これらの圧縮部材13の下端部にケーブル1
4を張った場合に、このケーブル14が段付きになるよ
うにして、ケーブル14により大きい張力が発生するよ
うにしてもよい。In addition, as described above, the tension beam portion 11 of the lower shed 7 has the upper end portions of the plurality of compression members 13 whose length gradually decreases from the central portion of the upper chord member 10 toward both ends. And a cable 14 is stretched from one end portion of the upper chord member 10 to the other end portion of the upper chord member 10 through the lower end portion of the compression member 13, and the lower end portions of the plurality of compression members 13 are aligned to form a straight line. However, the present invention is not limited to this, but the lower ends of the plurality of compression members 13 are not aligned as shown in FIG. The compression members 13 are shortened, and the cable 1 is attached to the lower ends of these compression members 13.
When the cable 4 is stretched, the cable 14 may be stepped so that a larger tension is generated in the cable 14.
【0028】なお、上記したように移動上屋構造体1の
分割屋根構造体6を、下段の上屋7と上段の上屋8とか
ら成る二段構成にしたが、この下段の上屋7と上段の上
屋8との間に一または複数の中間の上屋を設けて、前記
開口部3の開放時には、下段の上屋7上に中間の上屋及
び上段の上屋8を重ね、開口部3の閉塞時には、下段の
上屋7上で中間の上屋を内方に移動し、さらに中間の上
屋上で上段の上屋8を内方に移動するようにしてもよ
い。As described above, the split roof structure 6 of the movable shed structure 1 has a two-tiered structure consisting of the lower shed 7 and the upper shed 8. The lower shed 7 And one or more intermediate sheds are provided between the upper shed and the upper shed 8, and when the opening 3 is opened, the intermediate shed and the upper shed 8 are superposed on the lower shed 7, When closing the opening 3, the middle shed may be moved inward on the lower shed 7, and the upper shed 8 may be moved inward on the middle shed.
【0029】[0029]
【発明の効果】以上説明したように、本発明は、水平に
移動可能な複数枚の上屋を重ね合わせ、少なくとも最下
段に配される上屋を、下弦部材にケーブルを用い、ケー
ブルに引張力を与えて、上側への曲げ変形を上弦部材に
与える張弦梁構造としたので、少なくとも最下段に配さ
れる上屋は、張弦梁構造であって、さらに、その上部に
重なる上屋をも支える構造であり、その重量が鉄骨構造
の屋根に比較して軽量になることから、移動上屋構造体
全体の軽量化が可能である。したがって、この移動上屋
構造体を支える屋根構造体の大規模化、高重量化が免
れ、構造物の建築費の巨大化等の大型競技場構造物を建
設する場合の大きな問題を解消することができる。As described above, according to the present invention, a plurality of horizontally movable shelves are superposed, and at least the shed arranged at the lowermost stage uses a cable for the lower chord member and pulls the cable to the cable. Since the string beam structure is applied to apply the force to the upper chord member to bend it upwards, at least the lowermost shed is a string beam structure, and also supports the shed that overlaps the upper part. Since the weight of the moving roof structure is lighter than that of the steel structure roof, it is possible to reduce the weight of the entire movable shed structure. Therefore, it is possible to avoid the large scale and heavy weight of the roof structure that supports the moving roof structure, and to solve the major problems in constructing a large stadium structure such as the huge construction cost of the structure. You can
【図1】本発明に係わる開閉式屋根構造の斜視図であ
る。FIG. 1 is a perspective view of a retractable roof structure according to the present invention.
【図2】同開閉式屋根構造体の平面図である。FIG. 2 is a plan view of the openable roof structure.
【図3】同開閉式屋根構造の正面図である。FIG. 3 is a front view of the openable roof structure.
【図4】図2X−X線に沿う断面図である。FIG. 4 is a sectional view taken along the line XX in FIG.
【図5】本発明に係る開閉式屋根構造の上段の上屋の正
面図である。FIG. 5 is a front view of the upper shed of the retractable roof structure according to the present invention.
【図6】同開閉式屋根構造の上段の上屋の他の実施態様
の正面図である。FIG. 6 is a front view of another embodiment of the upper shed of the opening / closing roof structure.
【図7】従来の競技場構造物における屋根構造体の縦断
面図である。FIG. 7 is a vertical cross-sectional view of a roof structure in a conventional stadium structure.
1 移動上屋構造体 2 屋根構造体 7 下段の上屋 8 上段の上屋 10 上弦部材 13 圧縮部材 14 ケーブル 1 Moving Shed Structure 2 Roof Structure 7 Lower Shed 8 Upper Shed 10 Upper Chord Member 13 Compression Member 14 Cable
Claims (1)
合わせて上屋の移動により屋根構造体の上部の開口部を
開閉する開閉式屋根構造において、少なくとも最下段に
配される上屋を、下弦部材にケーブルを用い、ケーブル
に引張力を与えて、上側への曲げ変形を上弦部材に与え
る張弦梁構造にしたことを特徴とする開閉式屋根構造。1. In an openable roof structure in which a plurality of sheds are superposed so as to be horizontally movable and the shed is moved to open and close an opening at an upper portion of the roof structure, at least the uppermost shelves are arranged. An openable roof structure characterized in that the roof has a string beam structure in which a cable is used for the lower chord member and a tensile force is applied to the cable to bend and bend the upper chord member to the upper chord member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP01942793A JP3205629B2 (en) | 1993-01-13 | 1993-01-13 | Retractable roof structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP01942793A JP3205629B2 (en) | 1993-01-13 | 1993-01-13 | Retractable roof structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH06212728A true JPH06212728A (en) | 1994-08-02 |
| JP3205629B2 JP3205629B2 (en) | 2001-09-04 |
Family
ID=11998981
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP01942793A Expired - Fee Related JP3205629B2 (en) | 1993-01-13 | 1993-01-13 | Retractable roof structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3205629B2 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09287235A (en) * | 1996-04-22 | 1997-11-04 | Nippon Onshitsu Kogyo Kk | Opening/closing type roof device |
| US20140338270A1 (en) * | 2011-12-12 | 2014-11-20 | Cabreeco Companies Llc | Building structure having a roof that is convertible between open and closed configurations |
| CN105863146A (en) * | 2016-06-07 | 2016-08-17 | 中博农畜牧科技股份有限公司 | Light turnover roof system |
| CN110424607A (en) * | 2019-08-21 | 2019-11-08 | 哈尔滨工业大学建筑设计研究院 | It is a kind of for overturning the obturator of folding house roof |
-
1993
- 1993-01-13 JP JP01942793A patent/JP3205629B2/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09287235A (en) * | 1996-04-22 | 1997-11-04 | Nippon Onshitsu Kogyo Kk | Opening/closing type roof device |
| US20140338270A1 (en) * | 2011-12-12 | 2014-11-20 | Cabreeco Companies Llc | Building structure having a roof that is convertible between open and closed configurations |
| US10151109B2 (en) * | 2011-12-12 | 2018-12-11 | Convertible Living Llc | Building structure having a roof that is convertible between open and closed configurations |
| CN105863146A (en) * | 2016-06-07 | 2016-08-17 | 中博农畜牧科技股份有限公司 | Light turnover roof system |
| CN110424607A (en) * | 2019-08-21 | 2019-11-08 | 哈尔滨工业大学建筑设计研究院 | It is a kind of for overturning the obturator of folding house roof |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3205629B2 (en) | 2001-09-04 |
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| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |