| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 41 | Building method of support wall for dome structure | JP12929381 | 1981-08-18 | JPS5771945A | 1982-05-06 | GEIGER DAVID |
| 42 | JPS5036230A - | JP3656674 | 1974-03-29 | JPS5036230A | 1975-04-05 | |
| 43 | JPS4837908A - | JP9277372 | 1972-09-14 | JPS4837908A | 1973-06-04 | |
| 44 | ケーブル及び光ファイバへの初期引張歪の導入方法 | JP2015168268 | 2015-08-27 | JP2017044925A | 2017-03-02 | 山崎 伸介; 甲斐 康幸; 衣袋 順一; 倉又 悟; 杉山 博希 |
| 【課題】ケーブル本体に加えられた張力についての測定精度を向上させる。 【解決手段】ケーブル10は、一体に束ねられた複数本の線材14により構成されるケーブル本体11と、ケーブル本体11の両端部が各別に固定された一対のソケット12と、を備え、複数本の線材14のうちの少なくとも一本は、ケーブル長さ方向Dに延びる光ファイバ17が保護管18により保護されてなるファイバ内蔵線16とされたケーブル10であって、光ファイバ17は、保護管18からケーブル長さ方向Dに沿ってソケット12よりも外側に向けて突出し、一対のソケット12にはそれぞれ、光ファイバ17を着脱可能に把持して光ファイバ17に初期引張歪を付与するスプール30が設けられている。 【選択図】図2 |
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| 45 | ケーブル及び光ファイバへの初期引張歪の導入方法 | JP2015168268 | 2015-08-27 | JP5879453B1 | 2016-03-08 | 山崎 伸介; 甲斐 康幸; 衣袋 順一; 倉又 悟; 杉山 博希 |
| 【課題】ケーブル本体に加えられた張力についての測定精度を向上させる。 【解決手段】ケーブル10は、一体に束ねられた複数本の線材14により構成されるケーブル本体11と、ケーブル本体11の両端部が各別に固定された一対のソケット12と、を備え、複数本の線材14のうちの少なくとも一本は、ケーブル長さ方向Dに延びる光ファイバ17が保護管18により保護されてなるファイバ内蔵線16とされたケーブル10であって、光ファイバ17は、保護管18からケーブル長さ方向Dに沿ってソケット12よりも外側に向けて突出し、一対のソケット12にはそれぞれ、光ファイバ17を着脱可能に把持して光ファイバ17に初期引張歪を付与するスプール30が設けられている。 【選択図】図2 |
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| 46 | Pneumatic two-dimensional structure | JP2006537032 | 2004-11-01 | JP2007510076A | 2007-04-19 | ペドルティ，モーロ |
| 本発明は、加圧（Ｐ）を受ける１つの圧力媒体において影響を及ぼす１つの中空体（３）から構成される空気圧プレート要素（１）に関わる。 該中空体は相互に端部で接続された２つの圧縮／張力要素（２）の間に位置し弾力性のある膜（９）で作られる。 ２つの支持部材（１７）の間のプレート要素（１）に架かる力（Ｆ）が横方向に荷重される時、上部圧縮／張力要素（２，７）は圧力を受け、下部圧縮／張力要素（２，８）は張力を受ける。 プレストレスト張力要素（４）は該圧縮／張力要素（２，８）の間の中空体（３）のチャンネルに横断する距離を置いて位置する。 該張力要素（４）は張力要素（２）を分離している中空体（３）によってプレストレスを与えられる。 接続部材（６）は仮説の固定された中間支持部材として作用し圧力による歪みを防ぐために圧力を甘受し圧縮／張力要素（２，７）を安定させる。 ニ次元のプレート要素（１）は特に軽量構造物の屋根の建造に使われる。
|
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| 47 | Construction roof structure in the triangular shape of the combination | JP20201991 | 1991-08-12 | JP2974830B2 | 1999-11-10 | MASHIIIZU PII REBII |
| 48 | Construction methods and the roof structure of the stadium roof | JP29592988 | 1988-11-22 | JPH0721209B2 | 1995-03-08 | アダム・ティー・シルジ・ジュニア |
| 49 | Roof device | JP9339392 | 1992-03-19 | JPH05118089A | 1993-05-14 | ANRI BIDARU |
| PURPOSE: To make a frame and the like hardly deformed by crossing tension members so as to constitute a space array. CONSTITUTION: A roof device is formed by tension members. These tension members are crossed to define an isosceles triangle space array. Each tension member 7 is formed as a pair of cables. The tension members penetrate bearings 10, 11, 12 at intersections 8 thereof. These bearings are overlapped with each other secured by pins 13 at the intersections 8. The pins 13 are disposed orthogonally to a cable direction. Plates 14, 15 are attached on a top end part of the pin 13. Frames 7 are sandwiched between the plates 14, 15. These frames 17 hold a flexible transparent plastic sheet 6. The plastic sheet 6 covers a space defined by the cables. A rubber seal strip 17 is disposed between the adjacent frames 7. | ||||||
| 50 | JPH0520536B2 - | JP1459585 | 1985-01-30 | JPH0520536B2 | 1993-03-19 | DEEBITSUTO EICHI GAIGAA |
| 51 | Metallic structure for covering | JP26828789 | 1989-10-17 | JPH02144434A | 1990-06-04 | BERUNAARU BUIRII |
| PURPOSE: To reduce assembling cost by combining beams into a grid based on a regular pattern, and composing them in such a way that the whole stress applied on a structure is mutually balanced at edge beams. CONSTITUTION: Crossing parts 4 between upper elements 1 comprising tube members or rod members and crossing parts 5 between lower elements 2 comprising rods or ropes are connected to each other by vertical struts 3 to form beams P, P'. Both end parts of the beams P, P' are respectively connected to edge beams R, R' at connection parts 6, 7. COPYRIGHT: (C)1990,JPO | ||||||
| 52 | Cable dome system for large-scale light-weight roof structure and execution method thereof | JP6103886 | 1986-03-20 | JPS61294071A | 1986-12-24 | HORUSUTO ERU BAAGAA |
| 53 | Girder constituted from flexible cable | JP942482 | 1982-01-23 | JPS57151748A | 1982-09-18 | YOHANESU RAJIENDAIKU |
| 54 | Structure of hanging cable and prestress roof | JP14930176 | 1976-12-11 | JPS5293119A | 1977-08-05 | IWAN BORIZOFU IWANOFU |
| 55 | JPS508347A - | JP3141174 | 1974-03-19 | JPS508347A | 1975-01-28 | |
| 56 | 상하요동방지 트롤리와 상,하 주케이블 타이행거를 갖는 케이블-막을 적용한 양방향 개폐식 지붕구조시스템 | KR1020170091030 | 2017-07-18 | KR101825329B1 | 2018-02-02 | 이동우; 이상주; 조현국; 조한욱; 박강근 |
| 하부주케이블에서트롤리의상하요동을방지하고, 트롤리에각기연결된내부막과외부막을이용하여지붕의완전개폐및 반개폐가가능하여개방성을높이며, 폭풍이나폭설시에완전개방하여안전성을갖도록한 상하요동방지트롤리와상,하주케이블타이행거를갖는케이블-막을적용한양방향개폐식지붕구조시스템에관한것으로, 최외곽에원형으로배열되어수직으로입설되어있는메인포스트와, 상기메인포스트로에워싸진내부영역의중앙상방으로일정높이에배치된센터링과, 상기메인포스트와상기센터링의사이에위치되어원형으로배열되어져지면으로부터일정높이에수직으로입설되어있는서브포스트와, 일단이상기서브포스트에연결되고타단이메인포스트에연결된포스트케이블과, 일단이상기센터링에연결되고타단이상기서브포스트의상단에연결된내부막상부주케이블과, 나란한한 쌍을이루어일단이상기센터링에연결되고타단이상기서브포스트의하단에연결된내부막하부주케이블과, 일단이상기서브포스트의하단에연결되고타단이상기메인포스트의상단에연결된외부막상부주케이블과, 나란한한 쌍을이루어일단이상기서브포스트의하단에연결되고타단이상기메인포스트의상단에서하방으로일정거리떨어진위치에고정된외부막하부주케이블로이루어진케이블구조물을포함하고; 상기케이블구조물에는내부막의개폐를위해상기내부막상부주케이블에일정간격을두고메달려고정되어내부막하부주케이블의밑면을지지하는내부막상하주케이블타이행거와, 상기내부막하부주케이블의안내를따라이동가능하게지지되어있고, 이동방향에따라내부막을접동시키는다수의내부막트롤리와, 일단이센터링측도르래에감김되고타단이서브포스트측도르래에감김됨과동시에다수의내부막트롤리중 어느하나에고정되어있는내부막트롤리구동케이블과, 상기서브포스트에설치되어상기내부막트롤리구동케이블을권취휠로권취하여내부막의접힘과펼침을동작시키는내부막접동모터가구성되고; 상기케이블구조물에는외부막의개폐를위해상기외부막상부주케이블에일정간격을두고메달려고정되어외부막하부주케이블의밑면을지지하는외부막상하주케이블타이행거와, 상기외부막하부주케이블의안내를따라이동가능하게지지되어있고, 이동방향에따라외부막을접동시키는다수의외부막트롤리와, 일단이서브포스트측도르래에감김되고타단이메인포스트측도르래에감김됨과동시에다수의외부막트롤리중 어느하나에고정되어있는외부막트롤리구동케이블과, 상기메인포스트측에설치되어상기외부막트롤리구동케이블을권취휠로권취하여외부막의접힘과펼침을동작시키는외부막접동모터가포함되어구성되고; 상기내,외부막트롤리는내,외부막이각기접합되는트롤리바닥판, 트롤리바닥판의양단에서각기입설된외측직립부, 외측직립부의상단에서각기내측으로수평절곡되어있는수평상단부, 수평상단부에서각기수직하방으로절곡되어있는내측직립부, 외측직립부와내측직립부에회전가능하게지지되어내,외부막트롤리구동케이블의구동에의해상기내,외부막하부주케이블을따라구름하는 2쌍의케이블지지롤러를포함하여구성된것을특징으로한다. | ||||||
| 57 | 지붕막 | KR1020070024713 | 2007-03-13 | KR100788721B1 | 2007-12-26 | 조병욱 |
| A roofing membrane is provided to maintain tensile force and to reduce installation expenses by making a fabric functioning as a ceiling thinner than a fabric spreading and covering a core member. A roofing membrane is formed by connecting a first connecting membrane(110) made with a first fabric having a thickness of 5.66~6.98mu and a second connecting membrane(120) made with a second fabric having a thickness of 2.5~3.8mu strongly using a connecting layer(130), wherein the second connecting membrane is connected to the edge of the first connecting membrane and a support pipe(5) to keep the first connecting membrane spread and located between a lower plate(17) and an upper plate(19), and a core member(100) is covered with the second connecting membrane and joined to the outside of the lower plate and the upper plate to increase the tensile force of the second connecting membrane. | ||||||
| 58 | 아아치형 복층 현수 아케이드 구조물 | KR2020040026865 | 2004-09-18 | KR200369136Y1 | 2004-12-03 | 이복만 |
| 본 고안은 시장통로의 폭을 따라 일정거리를 두고 지반에 설치되는 다수의 수직기둥과, 이 수직기둥상에 시장통로의 길이방향으로 연하여 설치되는 수평기둥과, 시장통로의 폭 길이로 좌우의 상기 수평기둥을 연결지지하는 가로대 및 상기 가로대와 수평기둥상에 투명 혹은 반투명의 아크릴이나 유리재질의 지붕으로 구성되는 아케이드구조물상에 아아치형 복층구조물을 설치하여 이루어지되, 상기 아아치형 복층구조물은 앞뒤의 수직기둥상에 양단이 각각 결합되는 아아치부와, 상기 수평기둥상부에 평행으로 설치되는 수평지지대와 , 상기 아아치부에 일단이 결합되고 타단은 수평기둥과 수평지지대를 결합시키는 현수지지부로 이루어져서, 상기 아아치부의 양단에만 지지용 수직기둥이 지지설치되도록 하고,수평기둥과 수평지지대의 자유보 부� �의 수직하중은 현수지지부에 의해 아아치부에 전달되도록 하며, 상기 아아치형 현수구조물 상에는 각종 편의시설을 갖추도록 구성시킨 것을 특징으로 하는 아아치형의 복층 현수 아케이드 구조물에 관한 것이다. | ||||||
| 59 | 평면 격자형 케이블구조를 이용한 구조물 건설공법 | KR1020010020799 | 2001-04-18 | KR100422298B1 | 2004-03-10 | 이종호 |
| Disclosed is a construction method using plane lattice type cable structure. The plane lattice type cable structure is in the form of a wire net that main cables and hanger cables cross each other, and used in a long span bridge, a steel-framed multi-stage building, a large-sized shell structure and large-sized transmission towers. The plane lattice type cable structure can be installed to the bridge without installing main towers, installed to the steel-framed multi-stage building without installing interior pillars, and installed to the shell structure without installing supporting pillars for supporting the shell structure. Additionally, in case of the large-sized transmission towers, instead of the large-sized transmission towers, a plurality of small-sized transmission pillars can be used. | ||||||
| 60 | Pneumatic two-dimensional structure | JP2006537032 | 2004-11-01 | JP4538463B2 | 2010-09-08 | ペドルティ，モーロ |
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