[go: up one dir, main page]

JP3544862B2 - Variable shape truss frame, variable shape space truss frame using the variable shape truss frame, variable shape ceiling and openable roof using the variable shape truss frame - Google Patents

Variable shape truss frame, variable shape space truss frame using the variable shape truss frame, variable shape ceiling and openable roof using the variable shape truss frame Download PDF

Info

Publication number
JP3544862B2
JP3544862B2 JP17124898A JP17124898A JP3544862B2 JP 3544862 B2 JP3544862 B2 JP 3544862B2 JP 17124898 A JP17124898 A JP 17124898A JP 17124898 A JP17124898 A JP 17124898A JP 3544862 B2 JP3544862 B2 JP 3544862B2
Authority
JP
Japan
Prior art keywords
truss
variable
shape
truss frame
frame
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
JP17124898A
Other languages
Japanese (ja)
Other versions
JP2000008478A (en
Inventor
佑太郎 表
文宏 井上
康平 栗田
則之 古屋
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.)
Obayashi Corp
Original Assignee
Obayashi Corp
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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP17124898A priority Critical patent/JP3544862B2/en
Publication of JP2000008478A publication Critical patent/JP2000008478A/en
Application granted granted Critical
Publication of JP3544862B2 publication Critical patent/JP3544862B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Joining Of Building Structures In Genera (AREA)
  • Rod-Shaped Construction Members (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、基本要素となる最小単位のトラスの一部に伸縮調節可能なトラス部材を組み込んで、形状可変に構成したトラス架構およびこの形状可変トラス架構を複数用いて構成する形状可変立体トラス架構、並びにこの形状可変立体トラス架構に、天井仕上材および屋根外装材を付設して構成する形状可変天井および開閉式屋根に関する。
【0002】
【従来の技術】
従来における形状可変トラス架構の構造例として、特開昭60−228097号公報のものが知られている。これは、図5(a)に示す形状可変な基本立体トラス36を最小構成要素の基本単位として多数連設したものである。即ち、この基本立体トラス36は、伸縮可能な3本の可変長トラス部材31を回動自在に結合形成した形状可変三角トラス32に対し、これを挟んでその両側に3本の固定長トラス部材33を回動自在に結合形成してなる2つの形状固定三角トラス34,34を平行に離間させて設けるとともに、これら形状固定三角トラス34,34と形状可変三角トラス32とはその頂点(節点)位置を回転角度で60°ずらして三角形状を逆向きに配し、かつ形状可変三角トラス32の各頂点(節点)から両側の2つの形状固定三角形トラス34におけるそれぞれ直近の辺両端部の計4つの頂点(節点)に向けて、4本の等長な固定長トラス部材35を総計で12本設けて各々の節点を回動自在に連結した構成となっている。そして、この基本立体トラス36における上記形状固定三角トラス34を共有させつつ、当該基本立体トラス36を複数直列に連設することによって所望長の形状可変立体トラス架構を得ている。
【0003】
図5(b)、(c)、(d)は上記従来の基本立体トラス36の形状変形例を示したものである。即ち、基本立体トラス36において、その中央に位置する形状可変三角トラス32の各可変長トラス部材31の長さを伸ばして当該形状可変三角形トラス32のサイズを相似形に大きくすると、同図において基本立体トラス36の上下端面を構成している形状固定三角形トラス34、34間の距離が平行に近づく。さらに可変長トラス部材31の長さを最長に伸ばすと、この各可変長トラス部材31両端の2つの節点と形状固定三角トラス34,34の頂点とを結ぶ4本の固定長トラス部材35が、略直線をなして可変長トラス部材31に沿って重なり、これにより小さく折り畳むことが可能である。従って、この基本立体トラス36を多数連接させてなる形状可変トラス架構では、その伸縮率を大きく得ることができる。
【0004】
また、上記基本立体トラス36では2つの形状固定三角トラス34,34は形状可変三角トラス32を挟んでこれを対称面とする位置関係をとるようになっており、形状可変三角トラス32における1つの可変長トラス部材31の長さを変化させると、その可変長トラス部材31に各々2本の固定長トラス部材35,35で繋がれて対称位置にある2つの頂点間の距離が変化することになる。従って、3本の可変長トラス部材31の長さを任意に違えて設定することによって、基本立体トラス36両端の形状固定三角トラス34,34が相互になす面角度を自由度高く調節でき、よって当該基本立体トラス36を複数直列に連接させてなる形状可変トラス架構は3次元的にその形態を屈曲させることができる。
【0005】
【発明が解決しようとする課題】
ところで、一般的にトラス体は建物の屋根架構としても用いられるが、上記従来の形状可変トラス架構のように大きな伸縮率が得られるものを用いて開閉式屋根架構を構成すれば開口率に優れたものが形成できる。しかしながら、この従来の形状可変トラス架構では、変形自由度が高い反面、基本立体トラス36自体の構成部材点数が多く、組立も面倒でコストの低減が図り難い。また、そればかりか、基本立体トラス36は3次元的に変位するから、この基本立体トラス36を多数縦横に連ねて平面的に広がる架構の屋根構造となして、これを開閉すべく一方向に向けて伸縮させる構成とするには不向きなものであった。
【0006】
さらに、建物の天井部分は凹凸のない平坦な面形状を採るのが一般的であるのに対し、上記従来の形状可変トラス架構では、基本立体トラス36自体がそもそも14面の三角トラスを立体的に組み上げて構成される構造のため、隣接する三角形トラス同士は相互にある角度をもって繋がれており、よって天井面に凹凸が現れてしまい、美観上からも好ましくなかった。
【0007】
本発明は、上記課題に鑑みてなされたものであり、その目的は、構造強度を損なうことなくトラス下部を一直線状に形成し得るとともに小さく折り畳むことが可能で、しかも構造が簡易でコスト低減が図りやすい形状可変トラス架構、及びこの形状可変トラス架構を用いて構成される下面を平坦に形成でき、かつ小さく折り畳むことが可能な形状可変立体トラス架構ならびに、この形状可変立体トラス架構を用いた形状可変天井および開閉式屋根を提供することにある。
【0008】
【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の請求項1にかかる形状可変トラス架構では、固定長トラス部材からなる一対の弦材と可変長トラス部材からなる伸縮調節可能な一対の束材とを相互に回動自在に結合して四辺形の格子状に形成するとともに、一方の対角線に沿って両節点間に、前記弦材及び前記束材と相互に回動自在に斜材を結合させて、基本要素となる最小単位トラスを構成し、該最小単位トラスをその束材を共有させつつ多数梯子状に連設して骨組みする構成とした。
【0009】
上記構成によれば、基本要素となる四辺形の最小単位トラスの束材が伸縮調節可能であるから、束材の長さを調節して弦材と束材とのなす角度を任意に設定して、前記最小単位トラスが形成する四辺形状を任意の形に形成できる。
【0010】
即ち、四辺形をなす最小単位トラスの形状が矩形となるように可変長の束材の長さを調節すると、トラス架構はその上側及び下側に連結配置された多数の弦材が直線状に伸びて凹凸のない形状になる。また、可変長トラス部材でなる束材を伸縮して各々任意の長さに調節することでトラス架構の形状を多様に曲げて変形させることが可能である。さらに、可変長トラス部材でなる束材を最長に伸ばすと、弦材と斜材とが束材に最接近し略直線状に重なり、トラス架構全体が小さく折り畳まれる。
【0011】
さらに、本発明の請求項2に係る形状可変立体トラス架構では、前記請求項1における形状可変トラス架構を複数離間させて並設し、これらの各形状可変トラス架構間を固定長の連結部材で結合する構成とした。
【0012】
上記構成の形状可変立体トラス架構によれば、複数の形状可変トラス架構における弦材と束材とが形成する四辺形形状がすべて矩形になるように束材の長さを設定すれば、各形状可変トラス架構の弦材は直線をなし、並設された複数の形状可変トラス架構間の下面に連続した広い平面を形成し得る。また、並設された複数の形状可変トラス架構間で相互に対応する部位に配置された束材の長さは同一に保ちながら、それぞれのトラス架構における個々の束材の長さを任意に伸縮調節することで形状可変トラス架構の伸縮方向に沿った形状を多様に曲げて形状可変立体トラス架構の全体的な形態を形状変更させることが可能である。さらに、全ての束材を最長に伸ばすことで形状可変トラス架構を可及的に小さく折り畳むことが可能である。
【0013】
また、本発明の請求項に係る形状可変天井では、前記請求項における形状可変立体トラス架構を構成している下側の弦材に天井仕上材を付設する構成とした。さらに、本発明の請求項に係る開閉式屋根では、前記請求項における形状可変立体トラス架構を構成している上側の弦材に屋根外装材を付設する構成とした
【0014】
上記形状可変天井および開閉式屋根にあっては並設された複数の形状可変トラス架構の下弦材のなす面に天井仕上材を、あるいは上弦材のなす面に屋根外装材を設けるにあたって、上弦材と下弦材とは全て固定長であり、伸縮可能なトラス部材が用いられていないため、固定形状の屋根外装材や天井仕上材を容易に取り付けることができ、しかも並設された複数の形状可変トラス架構の伸縮機構により、折り畳み可能な平面形状の天井を容易に形成することができ、従来の開閉式屋根の開閉機構のようなレールやワイヤ等の屋根材の開閉移動機構を必要とせず、簡易な構造で軽量な形状可変天井および開閉式屋根が実現できる。
【0015】
【発明の実施の形態】
以下、本発明の実施形態について添付図面を参照して詳細に説明する。
【0016】
図1は本発明にかかる形状可変トラス架構を種々の形態に形状変形させた例を示す概略構成図である。同図(a)〜(c)に示すように形状可変トラス架構8の1つの格子部分は、構成要素の基本単位となる最小単位トラス8aを示している。この最小単位トラス8aを基に、本発明による形状可変トラス架構構造について説明する。
【0017】
本発明の形状可変トラス架構8は、基本要素となる最小単位トラス8aが多数連設されることによって形成されるが、この最小単位トラス8aは、固定長トラス部材からなる一対の弦材1、1と可変長トラス部材からなる伸縮調節可能な一対の束材4、4とがピン継手3を介して相互に回動自在に結合されて四辺形の格子状に形成されるとともに、さらにその四辺形の一方の対角線に沿って弦材1,1と束材4,4との接合点の両節点間に、上記ピン継手3を介して斜材5が回動自在に結合配置された構造となっている。
【0018】
そして、形状可変トラス架構8は、上記最小単位トラス8aが多数その束材4を共有されながら一方向に向けて梯子状に連設結合されて骨組みされることをにより形成されている。また、ここで本実施形態においては、各最小単位トラス8aを構成する斜材5は2つの対角線のうちの一方に沿って配されるが、隣り合う最小単位トラス8aごとに交互に向きの異なる対角線に沿って設けられている。
【0019】
図2に示すように、上記束材4には油圧あるいは空圧等の流体動作式伸縮機構を形成する外筒材4aとロッド4bとからなる可変長トラス部材が用いられている。この可変長トラス部材の一端となる外筒材4aの端部と、他端となるロッド4bの端部とにはそれぞれピン継手3を形成するリング部材4cが一体的に設けられている。また、外筒材4aの両端外周部には、上記リング部材4cと軸芯を平行にして直径方向に突出する4つのボス部4dが一体的に設けられていて、当該ボス部4dには後述するがトラス部材が接続固定されるようになっている。なお、可変長トラス部材の伸縮機構としてはネジ式等の他の機構を採用しても良い。
【0020】
以上の構成でなる形状可変トラス架構8にあっては、弦材1,束材4,斜材5は相互にピン継手3により回動自在に結合されており、弦材1と束材4とで形成する四辺形が矩形を呈するように可変長トラス部材でなる束材4の長さを調節することによって、架構全体として各最小単位トラス8aの弦材1が一直線状に連なった形態となる。また、可変長トラス部材でなる束材4を伸縮して個々の長さを適宜任意に調節することで図1(b)に示すように架構全体としての形態を任意の形状に変えることも可能である。さらに、束材4を最大に伸ばすと、弦材1と斜材5とが束材4に最接近して、図1(c)に示すように形状可変トラス架構8全体を小さく折り畳むことが可能である。この際、束材4の長さを弦材1と斜材5との長さの和に等しくなるように設定すれば、これらは略一直線状になって重なり合う状態となり、架構全体を最小に折り畳み得る。 また、形状可変トラス架構8に組み込む可変長トラス部材を、架構全体から見て作用応力が一般的に小さい鉛直方向の束材4に適用するようにしたので、可変長トラス部材の伸縮機構には小規模な油圧式のもの等を使用し得、よって架構全体の重量増を可及的に抑制することが可能になる。
【0021】
次に、前記形状可変トラス架構8を複数用いて、図3のような形状可変立体トラス架構を構成する適用例について説明する。
【0022】
同図に示すように、複数の形状可変トラス架構8をその伸縮方向を揃えて並行に離間させて設けるとともに、各形状可変トラス架構8間を固定長の連結部材9で結合して形状可変立体トラス架構10を構成する。ここで、本図示例では上記連結部材9には形状固定型のトラス構造体が用いられている。即ち、この連結部材9はロッド状の固定長トラス部材でなる弦材91と束材92とが縦横に梯子状に骨組みされて、矩形格子状の最小単位トラスを有した形状固定トラス架構90に形成されていて、その各最小単位トラスには補強材として更に斜材93が対角線方向に結合固定されている。そして各形状固定トラス架構90の両端はその上下の弦材91,91が、それぞれ上記形状可変トラス架構8の束材4における外筒材4aに結合されている。詳しくは、図2で説明したように、外筒材4a両端の外周部に一体的に設けられたボス部4dに弦材91を嵌合させて結合固定している。
【0023】
そして、このような構成の形状可変立体トラス架構10によれば、各々の形状可変トラス架構8においてその弦材1と束材4とが形成する四辺形形状がすべて矩形となるように束材1の長さを設定すれば、各形状可変トラス架構8の上下の弦材1はそれぞれ一直線状になって連続する。よって、複数の形状可変トラス架構8,8が並設結合されてなる当該形状可変立体トラス架構10の下面には広い平坦な矩形平面を形成し得る。また、並設連結された複数の形状可変トラス架構8,8間でその相互に対応する部位に配置された束材4同士の長さを同一に保ちながら、それぞれのトラス架構8,8における個々の束材4の長さを任意に伸縮調節することで、形状可変立体トラス架構10の全体的な形態を、各形状可変トラス架構8,8の伸縮方向に沿って多様に曲げて形状変更させることが可能である。さらに、全ての束材4を最長に伸ばすことで形状可変トラス架構10を可及的に小さく、つづら折り状に折り畳み得る。
【0024】
そして、この形状可変トラス架構10には、図4に示すようにそれぞれの形状可変トラス架構8における各束材4の両端結合部から上方及び下方に向けて突出させて、天井材及び屋根材用の支持ステー14を回動自在に取付け、下方の天井材用支持ステー14の突出端には天井仕上材13を屈曲可能に繋いで連結支持させ、上方の屋根材用支持ステー14の突出端には屋根外装材12を屈曲可能に繋いで連結支持させている。つまり、形状可変立体トラス架構10に取り付けられた隣接する支持ステー14同士間に掛け渡されて、弦材1と平行に且つ弦材1の屈曲に合わせて屈曲可能な天井仕上材13及び屋根外装材12が付設されて、形状可変天井および開閉式屋根が構成される。
【0025】
即ち、形状可変天井および開閉式屋根は形状可変トラス架構10の上下面に屋根外装材12及び天井仕上材13を屈曲可能に設けたものであるが、形状可変立体トラス架構10における上下に配置された全ての弦材1は固定長で、架構形態の形状変化に係わらずその長さは一定であるため、屋根外装材12や天井仕上材13に伸縮機能を付加することなく容易に取り付けることが可能である。
【0026】
また、前記形状可変トラス架構8の弦材1と束材4とのなす四辺形がすべて矩形になるように束材4の長さを一律に設定すれば、形状可変トラス架構8の弦材1は一直線上に伸び、形状可変立体トラス架構10の全ての弦材1は一平面上に揃う。これ故、形状可変立体トラス架構10に支持ステー14を介して吊り下げられる天井仕上材13は図4(a)のような平坦で凹凸のない天井面を形成することになる。
【0027】
また、この形状可変立体トラス架構10において、並設された各可変長トラス架構8,8同士の相互に対応する部位に配された横方向の束材4同士の長さは同一に保ちつつ、伸縮方向(長手方向)に沿って順次配されている個々の束材4の長さを適宜任意に調節することで図4(b)に示すように形状可変立体トラス架構10の全体的な形態を任意に形状変更させることも可能であり、屋根外装材12及び天井仕上材13がなす面を任意の形状に形成することが可能である。
【0028】
さらに、各形状可変トラス架構8の束材4をなす可変長のトラスを最大に伸ばすと前記形状可変トラス8は、小さく折り畳むことが可能であるため、屋根外装材12及び天井仕上材13をつづら折り状に畳んで開閉式屋根全体をを可及的に小さく縮めることができ、よって高い開口率を得られるようになる。
【0029】
そして、このような開閉式屋根によれば、従来の開閉式屋根のようなレールやワイヤ等の屋根材を開閉移動させるための機構が不要であり、簡易な機構で軽量な形状可変天井および開閉式屋根を構成できる。
【0030】
また、本実施形態では、上側の弦材に屋根外装材、下側の弦材に天井仕上材をそれぞれ付設した例を示したが、本発明はこれに限らずどちらか一方を付設することによっても、それぞれの機能が得られることは言うまでもない。
【0031】
【発明の効果】
以上説明したように、請求項1にかかる発明の形状可変トラス架構によれば、その構成要素の基本単位となる四辺形の最小単位トラスを構成する一対の束材に可変長トラス部材を用いて伸縮調整可能としたため、当該束材の長さを調節して上記四辺形の形状を矩形に設定することで、上下に配した弦材を一直線状に延ばしてトラス架構の形態を凹凸のない平坦な形状に形成することができるとともに、個々の束材の長さを任意に調節することによってトラス架構の形態を任意の形状に多様に曲げて形成することができる。さらに束材を最大限に伸長させれば、弦材と斜材とを束材に最接近させてトラス架構全体を小さく折り畳むことができる。
【0032】
また、伸縮機構を備えた可変長トラス部材を、作用応力が一般的に小さい鉛直方向の束材に適用して形状可変トラス機構を構成するので、伸縮機構の強度は低く抑えて小規模に形成でき、架構全体の軽量化を図ることができる。
【0033】
また、請求項2の発明にかかる形状可変立体トラス架構によれば数の上記形状可変トラス架構を離間して並設し、各形状可変トラス架構間を固定長の連結部材で結合する構成としたので、束材の長さを個々に調節することにより、形状可変立体トラス架構の形態をその伸縮方向に沿って任意の形状に多様に変更できることはもちろん、束材の長さを最長に伸ばせば開閉式屋根架構は、つづら折り状に小さく折り畳むことが可能で開口率の向上が図れ、しかも従来のようなレールやワイヤ等の屋根材の開閉移動用機構を必要としないので、簡易な機構の軽量な形状可変立体トラス架構を構成することができる。
【0034】
また、請求項3,4の発明にかかる形状可変天井および開閉式屋根によれば、屋根外装材および天井仕上材を、上記形状可変立体トラス架構の上下の弦材に付設したので、架構上面と下面とに凹凸のない平坦な平面を形成することができ、天井面や屋根面の美観を損なうことがない。
【0035】
また、上記形状可変トラス架構の上下の弦材は固定長であるため、伸縮機構を有さない固定形状の屋根外装材及び天井仕上材をも極めて容易に取り付けることができる。
【図面の簡単な説明】
【図1】本発明にかかる形状可変トラス架構の概略構成図であり、(a)は平坦な形態に形成した状態を示す図、(b)はS字状に湾曲する形態に形成した状態を示す図、(c)はつづら折り状に最小に縮めた状態を示す図である。
【図2】本発明の形状可変トラス架構の束材に使用する可変長トラス部材の一例を示す斜視図である。
【図3】本発明にかかる形状可変立体トラス架構の概略構成を示す斜視図で、(a)は最大に広げた状態を示す図、(b)は折り畳み途中の状態を示す図である。
【図4】図3の形状可変立体トラス架構を用いて形成した開閉式屋根の概略構成を示す側面図であり、(a)は平坦な形態に形成した状態を示す図、(b)はS字状に湾曲する形態に形成した状態を示す図、(c)はつづら折り状に最小に縮めた状態を示す図である。
【図5】従来の形状可変トラス架構における最小構成要素の基本立体トラスを種々の変形状態で示す斜視図である。
【符号の説明】
1 弦材
3 ピン継手
4 束材
4a 外筒材
4b ロッド
4c リング部材
4d ボス部
5 斜材
8 形状可変トラス架構
8a 最小単位トラス
9 形状固定トラス
10 形状可変立体トラス架構
12 屋根外装材
13 天井仕上材
14 ステー
90 形状固定トラス架構
91 弦材
92 束材
93 斜材
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a truss frame having a shape variable by incorporating a truss member which can be adjusted in a part of a minimum unit truss serving as a basic element, and a variable shape three-dimensional truss frame configured by using a plurality of the variable shape truss frames. The present invention also relates to a variable-shape ceiling and an openable / closable roof constituted by attaching a ceiling finishing material and a roof exterior material to the variable-shape three-dimensional truss frame.
[0002]
[Prior art]
Japanese Patent Application Laid-Open No. 60-228097 discloses a structure example of a conventional variable shape truss frame. This is a configuration in which a large number of variable-shape basic space trusses 36 shown in FIG. That is, the basic three-dimensional truss 36 has three variable length truss members 31 which are rotatably connected to three variable length truss members 31 which can be extended and contracted. Two fixed triangle trusses 34, 34 formed by rotatably connecting the 33 are provided parallel to and separated from each other, and the fixed triangle truss 34, 34 and the variable shape triangle truss 32 have vertices (nodes). The position is shifted by 60 ° by a rotation angle, the triangle is arranged in the opposite direction, and both ends of the two sides of the two fixed shape triangle trusses 34 on both sides from each vertex (node) of the shape-variable triangle truss 32 are 4 in total. A total of twelve equal-length fixed-length truss members 35 are provided toward one vertex (node), and each node is rotatably connected. Then, a plurality of the basic space trusses 36 are connected in series while sharing the shape-fixed triangular truss 34 in the basic space truss 36 to obtain a variable-length space truss frame having a desired length.
[0003]
FIGS. 5B, 5C, and 5D show modified examples of the conventional basic space truss 36 described above. That is, in the basic three-dimensional truss 36, if the length of each variable-length truss member 31 of the variable-shape triangular truss 32 located at the center thereof is increased to increase the size of the variable-shape triangular truss 32 to a similar shape, The distance between the shape-fixed triangular trusses 34, which form the upper and lower end surfaces of the space truss 36, approaches parallel. When the length of the variable-length truss member 31 is further extended to the maximum, four fixed-length truss members 35 connecting the two nodes at both ends of each variable-length truss member 31 and the vertices of the shape-fixed triangular trusses 34, 34 become The truss members 31 form a substantially straight line and overlap the variable-length truss members 31, so that the truss members can be folded small. Therefore, in the variable shape truss frame formed by connecting a large number of the basic three-dimensional trusses 36, the expansion ratio can be increased.
[0004]
Further, in the basic three-dimensional truss 36, the two fixed-shape triangular trusses 34, 34 have a positional relationship of sandwiching the variable-shape triangular truss 32 and making it a plane of symmetry. When the length of the variable-length truss member 31 is changed, the distance between two vertices which are connected to the variable-length truss member 31 by two fixed-length truss members 35 and 35 and are located at symmetrical positions changes. Become. Accordingly, by setting the lengths of the three variable-length truss members 31 arbitrarily different, the surface angles formed by the fixed triangular trusses 34, 34 at both ends of the basic space truss 36 can be adjusted with a high degree of freedom. The shape-variable truss frame formed by connecting a plurality of the basic space trusses 36 in series can bend its form three-dimensionally.
[0005]
[Problems to be solved by the invention]
By the way, a truss body is generally used also as a roof frame of a building, but if the openable roof frame is constructed using a thing that can obtain a large expansion and contraction like the above-mentioned conventional deformable truss frame, the opening ratio is excellent. Can be formed. However, in this conventional variable shape truss frame, although the degree of freedom of deformation is high, the number of constituent members of the basic space truss 36 itself is large, and assembly is troublesome and cost reduction is difficult to achieve. In addition, since the basic space truss 36 is displaced three-dimensionally, a large number of the space trusses 36 are connected vertically and horizontally to form a frame-shaped roof structure, which is opened and closed in one direction. It was unsuitable for a configuration in which it was expanded and contracted.
[0006]
Furthermore, while the ceiling of the building generally adopts a flat surface shape without irregularities, in the above-mentioned conventional variable shape truss frame, the basic three-dimensional truss 36 itself is a three dimensional truss itself. Because of this structure, adjacent triangular trusses are connected to each other at a certain angle, so that irregularities appear on the ceiling surface, which is not desirable from an aesthetic viewpoint.
[0007]
The present invention has been made in view of the above problems, and an object of the present invention is to be able to form the lower part of the truss in a straight line and to fold the truss without compromising the structural strength. A shape-changeable truss frame that is easy to plan, a shape-changeable space truss frame that can be formed into a flat lower surface and that can be folded using the shape-changeable truss frame, and a shape that uses the shape-changeable space truss frame It is to provide a variable ceiling and a retractable roof.
[0008]
[Means for Solving the Problems]
In order to achieve the above object, in the variable shape truss frame according to claim 1 of the present invention, a pair of chord members composed of a fixed length truss member and a pair of stretchable adjustable truss members composed of a variable length truss member are mutually connected. Along with being rotatably connected to form a quadrilateral lattice, between the two nodes along one diagonal line, the chord material and the bundling material are connected to each other diagonally so as to be rotatable , configure the minimum unit truss underlying element, and the configuration you scaffold and continuously to a number ladder while sharing the flux material to said minimum units truss.
[0009]
According to the above configuration, since the bundling material of the quadrilateral minimum unit truss, which is a basic element, can be expanded and contracted, the angle between the chord material and the bundling material is arbitrarily set by adjusting the length of the bundling material. Thus, the quadrilateral formed by the minimum unit truss can be formed in any shape.
[0010]
That is, when the length of the variable-length bundle is adjusted so that the shape of the minimum unit truss that forms a quadrilateral is rectangular, the truss frame has a large number of chords connected and arranged on its upper and lower sides in a straight line. It stretches and becomes a shape without unevenness. In addition, the truss frame can be variously bent and deformed by expanding and contracting the bundle of variable-length truss members and adjusting the length to an arbitrary length. Furthermore, when the bundle of variable length truss members is extended to the longest length, the chord and the diagonal members come closest to the bundle and overlap substantially linearly, and the entire truss frame is folded small.
[0011]
Further, in the variable-shape space truss frame according to claim 2 of the present invention, the variable-shape truss frames according to claim 1 are arranged side by side at a plurality of intervals, and each of these variable-shape truss frames is connected by a fixed-length connecting member. It was configured to be combined.
[0012]
According to the variable-shape three-dimensional truss frame having the above-described configuration, if the length of the bundle is set so that the quadrilaterals formed by the chords and the bundle in the plurality of variable-shape trusses are all rectangular, The chords of the variable truss frame are straight, and may form a continuous wide plane on the lower surface between the plurality of variable shape truss frames arranged side by side. In addition, while maintaining the same length of bundles placed at mutually corresponding parts between a plurality of deformable truss frames arranged side by side, the length of each bundle in each truss frame can be arbitrarily expanded and contracted. By adjusting the shape, the shape of the variable shape truss frame along the direction of expansion and contraction can be variously bent to change the overall shape of the variable shape space truss frame. Furthermore, it is possible to fold the deformable truss frame as small as possible by extending all the bundles to the maximum length.
[0013]
Further, in the variable shape ceiling according to claim 3 of the present invention, a ceiling finishing material is attached to a lower chord material constituting the variable shape space truss frame according to claim 2 . Further, in the openable roof according to claim 4 of the present invention, a roof exterior material is attached to the upper chord constituting the deformable space truss frame according to claim 2 .
[0014]
In the above-mentioned deformable ceiling and the openable roof, when providing a ceiling finishing material on a surface formed by a lower chord material of a plurality of deformable truss frames arranged side by side or a roof cladding material on a surface formed by an upper chord material, And the lower chord are all fixed length, and no stretchable truss members are used, so that fixed roof exterior materials and ceiling finishing materials can be easily attached, and a plurality of juxtaposed variable shapes A foldable flat ceiling can be easily formed by the telescopic mechanism of the truss frame, and there is no need for a mechanism for opening and closing roof materials such as rails and wires as the conventional opening and closing mechanism for openable roofs. With a simple structure, a lightweight shape-changeable ceiling and an openable roof can be realized.
[0015]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings.
[0016]
FIG. 1 is a schematic configuration diagram showing examples in which the shape-changeable truss frame according to the present invention is deformed into various forms. As shown in FIGS. 8A to 8C, one lattice portion of the variable-shape truss frame 8 indicates a minimum unit truss 8a which is a basic unit of a component. Based on this minimum unit truss 8a, a variable-truss frame structure according to the present invention will be described.
[0017]
The deformable truss frame 8 of the present invention is formed by connecting a large number of minimum unit trusses 8a as basic elements. The minimum unit truss 8a is composed of a pair of chord members 1 composed of fixed length truss members. 1 and a pair of expandable and contractible bundles 4 and 4 made of a variable-length truss member are rotatably connected to each other via a pin joint 3 to form a quadrangular lattice. A structure in which a diagonal member 5 is rotatably connected via the above-mentioned pin joint 3 between two joints between the chord members 1 and 1 and the bundle members 4 and 4 along one diagonal of the shape. Has become.
[0018]
The shape-variable truss frame 8 is formed by connecting and linking a large number of the minimum unit trusses 8a in a ladder shape in one direction while sharing the bundle material 4, thereby forming a frame. Further, in the present embodiment, the diagonal members 5 constituting each of the minimum unit trusses 8a are arranged along one of the two diagonal lines. It is provided along a diagonal line.
[0019]
As shown in FIG. 2, a variable length truss member composed of an outer cylindrical member 4a and a rod 4b forming a fluid-operated telescopic mechanism such as hydraulic or pneumatic is used for the bundle member 4. A ring member 4c forming the pin joint 3 is integrally provided at an end of the outer cylindrical member 4a as one end of the variable-length truss member and an end of the rod 4b as the other end. Four bosses 4d projecting in the diametric direction with the axis parallel to the ring member 4c are integrally provided on the outer peripheral portions at both ends of the outer cylindrical member 4a. The bosses 4d are described later. However, the truss members are connected and fixed. It should be noted that another mechanism such as a screw type may be adopted as a telescopic mechanism of the variable length truss member.
[0020]
In the variable shape truss frame 8 having the above configuration, the chord member 1, the bundle member 4, and the diagonal member 5 are rotatably connected to each other by the pin joint 3, and the chord member 1, the bundle member 4, By adjusting the length of the bundle 4 made of the variable-length truss members so that the quadrilateral formed by the above becomes a rectangle, the chord 1 of each of the minimum unit trusses 8a is arranged in a straight line as a whole frame. . Also, by expanding and contracting the bundle 4 composed of the variable-length truss members and appropriately adjusting the lengths of the bundles, it is possible to change the form of the entire frame to an arbitrary shape as shown in FIG. It is. Further, when the bundle member 4 is extended to the maximum, the chord member 1 and the diagonal member 5 come closest to the bundle member 4, and the entire deformable truss frame 8 can be folded small as shown in FIG. It is. At this time, if the length of the bundle material 4 is set to be equal to the sum of the lengths of the chord material 1 and the diagonal material 5, they become substantially straight and overlap each other, and the entire frame is folded to a minimum. obtain. Further, since the variable length truss member to be incorporated in the variable shape truss frame 8 is applied to the vertical bundle 4 in which the acting stress is generally small when viewed from the entire frame, the variable length truss member has a telescopic mechanism. It is possible to use a small-scale hydraulic type or the like, so that an increase in the weight of the entire frame can be suppressed as much as possible.
[0021]
Next, an application example in which a plurality of the variable shape truss frames 8 are used to configure a variable shape space truss frame as shown in FIG. 3 will be described.
[0022]
As shown in the figure, a plurality of variable shape truss frames 8 are provided in parallel with each other in the same direction of expansion and contraction, and the variable shape truss frames 8 are connected to each other by a fixed length connecting member 9 to change the shape. The truss frame 10 is configured. Here, in the illustrated example, a fixed shape truss structure is used for the connecting member 9. In other words, this connecting member 9 is formed into a fixed truss frame 90 having a rectangular lattice-shaped minimum unit truss, in which a chord material 91 and a bundle material 92, which are rod-shaped fixed-length truss members, are vertically and horizontally ladder-shaped. In each of the minimum unit trusses, a diagonal member 93 is further fixed diagonally as a reinforcing member. Both ends of each fixed truss frame 90 have upper and lower chord members 91, 91 respectively connected to the outer cylindrical member 4a of the bundle 4 of the variable shape truss frame 8. Specifically, as described with reference to FIG. 2, the chord material 91 is fitted and fixed to the boss portions 4d integrally provided on the outer peripheral portions at both ends of the outer cylindrical member 4a.
[0023]
According to the deformable three-dimensional truss frame 10 having such a configuration, the bundle members 1 are formed such that the quadrangular shape formed by the chord members 1 and the bundle members 4 in each of the variable shape truss frames 8 is rectangular. If the length is set, the upper and lower chord members 1 of each of the variable shape truss frames 8 are linearly continuous. Accordingly, a wide flat rectangular plane can be formed on the lower surface of the variable-shape space truss frame 10 in which a plurality of variable-shape truss frames 8, 8 are connected in parallel. In addition, while maintaining the same length of the bundles 4 arranged at the mutually corresponding portions between the plurality of deformable truss frames 8, 8 connected side by side, each truss frame 8, 8 The length of the bundle 4 is arbitrarily expanded and contracted to change the overall shape of the variable-shape three-dimensional truss frame 10 in various directions along the expansion and contraction directions of the variable-shape truss frames 8. It is possible. Furthermore, by extending all the bundles 4 to the maximum length, the shape-changeable truss frame 10 can be folded as small as possible and in a zigzag shape.
[0024]
Then, as shown in FIG. 4, the shape-variable truss frame 10 is projected upward and downward from both ends of the respective bundle members 4 in the shape-variable truss frame 8 so as to be used for ceiling materials and roof materials. The supporting stay 14 is rotatably mounted, and the ceiling finishing material 13 is connected to the projecting end of the lower ceiling material supporting stay 14 in a bendable manner so as to be flexibly connected to the projecting end of the upper roof material supporting stay 14. Are connected to and supported by the roof exterior material 12 in a bendable manner. That is, a ceiling finishing material 13 and a roof exterior that are stretched between adjacent support stays 14 attached to the variable-shape space truss frame 10 and are bendable in parallel with the string material 1 and in accordance with the bending of the string material 1. The material 12 is additionally provided to form a variable shape ceiling and an openable roof.
[0025]
In other words, the variable-shape ceiling and the openable roof are provided with a roof exterior material 12 and a ceiling finishing material 13 on the upper and lower surfaces of the variable-shape truss frame 10 in a bendable manner. All the chords 1 have a fixed length and the length is constant irrespective of the change in the shape of the frame form, so that the chords 1 can be easily attached to the roof cladding material 12 and the ceiling finishing material 13 without adding a telescopic function. It is possible.
[0026]
Further, if the length of the bundle 4 is uniformly set so that the quadrilateral formed by the chord 1 and the bundle 4 of the deformable truss frame 8 is all rectangular, the chord 1 of the variable shape truss frame 8 can be obtained. Extend in a straight line, and all the chords 1 of the variable-shape space truss frame 10 are aligned on one plane. Therefore, the ceiling finishing material 13 suspended from the variable-shape three-dimensional truss frame 10 via the support stay 14 forms a flat and uneven surface as shown in FIG.
[0027]
Further, in the variable-shaped space truss frame 10, the lengths of the lateral bundles 4 arranged in the mutually corresponding portions of the variable-length truss frames 8, 8 arranged side by side are kept the same. As shown in FIG. 4 (b), the overall configuration of the deformable three-dimensional truss frame 10, as shown in FIG. 4 (b), by appropriately adjusting the lengths of the individual bundles 4 sequentially arranged along the stretching direction (longitudinal direction). Can be arbitrarily changed, and the surface formed by the roof exterior material 12 and the ceiling finishing material 13 can be formed in an arbitrary shape.
[0028]
Further, when the variable-length truss forming the bundle 4 of each shape-variable truss frame 8 is maximized, the shape-variable truss 8 can be folded small, so that the roof exterior material 12 and the ceiling finishing material 13 are folded. The openable roof can be contracted as much as possible to reduce the entire size of the openable roof as small as possible, so that a high aperture ratio can be obtained.
[0029]
According to such an openable roof, there is no need for a mechanism for opening and closing roof materials such as rails and wires as in the case of a conventional openable roof. Can form a roof.
[0030]
Further, in the present embodiment, an example is shown in which the roof chord material is attached to the upper chord material, and the ceiling finish material is attached to the lower chord material. However, the present invention is not limited to this. Needless to say, each function can be obtained.
[0031]
【The invention's effect】
As described above, according to the variable shape truss frame of the invention according to claim 1, a variable length truss member is used for a pair of bundle members forming a quadrilateral minimum unit truss which is a basic unit of the component. Since the expansion and contraction can be adjusted, the length of the bundle is adjusted and the shape of the quadrilateral is set to be rectangular, so that the chords arranged above and below are extended in a straight line, and the form of the truss frame is flat without irregularities. The truss frame can be formed into various shapes by bending the truss frame into various shapes by arbitrarily adjusting the length of each bundle. If the bundle is further extended to the maximum extent, the chord and the diagonal can be brought close to the bundle, and the entire truss frame can be folded down.
[0032]
In addition, a variable-length truss member with a telescopic mechanism is applied to a vertical bundle with a small acting stress to form a shape-variable truss mechanism. As a result, the weight of the entire frame can be reduced.
[0033]
Further, according to the variable shape truss Frame to the invention of claim 2, juxtaposed apart the variable shape Truss Frames of multiple, coupling each variable shape trusses rack構間a connecting member fixed length structure By individually adjusting the length of the bundle, it is possible to change the shape of the deformable three-dimensional truss frame to any shape along the expansion and contraction direction, as well as to maximize the length of the bundle. If it is extended, the openable roof frame can be folded in a zigzag shape and the aperture ratio can be improved, and it does not require a conventional mechanism for opening and closing roof materials such as rails and wires. Lightweight variable-shape space truss frame can be constructed.
[0034]
According to the variable shape ceiling and the openable roof according to the inventions of claims 3 and 4, the roof exterior material and the ceiling finishing material are attached to the upper and lower chords of the variable shape space truss frame. A flat surface without irregularities can be formed on the lower surface and the aesthetic appearance of the ceiling surface and the roof surface is not impaired.
[0035]
Further, since the upper and lower chord members of the variable shape truss frame have a fixed length, a fixed-shaped roof exterior material and a ceiling finishing material having no expansion / contraction mechanism can be attached very easily.
[Brief description of the drawings]
FIG. 1 is a schematic configuration diagram of a variable-shape truss frame according to the present invention, in which (a) shows a state formed in a flat form, and (b) shows a state formed in an S-shaped curve. FIG. 3C is a diagram showing a state in which it is shrunk to the minimum in a zigzag shape.
FIG. 2 is a perspective view showing an example of a variable length truss member used for a bundle of a variable shape truss frame of the present invention.
FIGS. 3A and 3B are perspective views showing a schematic configuration of a variable-shape space truss frame according to the present invention, wherein FIG. 3A is a diagram showing a state where the truss is maximized, and FIG.
4 is a side view showing a schematic configuration of an openable roof formed using the deformable space truss frame shown in FIG. 3, (a) showing a state formed in a flat form, and (b) showing S FIG. 7C is a diagram showing a state formed in a shape curved in a letter shape, and FIG. 9C is a diagram showing a state in which it is shrunk in a zigzag shape to a minimum.
FIG. 5 is a perspective view showing a basic three-dimensional truss as a minimum component in a conventional variable-shape truss frame in various deformed states.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 String material 3 Pin joint 4 Bundle material 4a Outer cylinder material 4b Rod 4c Ring member 4d Boss part 5 Diagonal material 8 Shape variable truss frame 8a Minimum unit truss 9 Shape fixed truss 10 Shape variable space truss frame 12 Roof exterior material 13 Ceiling finish Material 14 Stay 90 Shape fixed truss frame 91 String material 92 Bundle material 93 Diagonal material

Claims (4)

固定長トラス部材からなる一対の弦材と可変長トラス部材からなる伸縮調節可能な一対の束材とを相互に回動自在に結合して四辺形の格子状に形成するとともに、一方の対角線に沿って両節点間に、前記弦材及び前記束材と相互に回動自在に斜材を結合させて、基本要素となる最小単位トラスを構成し、該最小単位トラスをその束材を共有させつつ多数梯子状に連設して骨組みしたことを特徴とする形状可変トラス架構。 A pair of chord members composed of a fixed-length truss member and a pair of stretch-adjustable bundle members composed of a variable-length truss member are rotatably connected to each other to form a quadrilateral lattice, and to one diagonal line. Along with the string material and the bundle material, a diagonal member is rotatably connected to each other between the two nodes to form a minimum unit truss as a basic element, and the minimum unit truss shares the bundle material. A shape-changeable truss frame characterized by a large number of ladders and a frame. 前記請求項1における形状可変トラス架構を複数離間させて並設し、これらの各形状可変トラス架構間を固定長の連結部材で結合したことを特徴とする形状可変立体トラス架構。2. The variable-shape three-dimensional truss frame according to claim 1, wherein a plurality of the variable-shape truss frames according to claim 1 are arranged side by side, and each of the variable-shape truss frames is connected by a fixed-length connecting member. 前記請求項2における形状可変立体トラス架構を構成している下側の弦材に天井仕上材を付設したことを特徴とする形状可変天井。3. The variable shape ceiling according to claim 2, wherein a ceiling finish is attached to a lower chord constituting the variable shape space truss frame according to claim 2. 前記請求項2における形状可変立体トラス架構を構成している上側の弦材に屋根外装材を付設したことを特徴とする開閉式屋根。Retractable roof being characterized in that additionally provided a roof sheathing material to the upper chords that make up the variable shape truss Frame in claim 2.
JP17124898A 1998-06-18 1998-06-18 Variable shape truss frame, variable shape space truss frame using the variable shape truss frame, variable shape ceiling and openable roof using the variable shape truss frame Expired - Fee Related JP3544862B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17124898A JP3544862B2 (en) 1998-06-18 1998-06-18 Variable shape truss frame, variable shape space truss frame using the variable shape truss frame, variable shape ceiling and openable roof using the variable shape truss frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17124898A JP3544862B2 (en) 1998-06-18 1998-06-18 Variable shape truss frame, variable shape space truss frame using the variable shape truss frame, variable shape ceiling and openable roof using the variable shape truss frame

Publications (2)

Publication Number Publication Date
JP2000008478A JP2000008478A (en) 2000-01-11
JP3544862B2 true JP3544862B2 (en) 2004-07-21

Family

ID=15919807

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17124898A Expired - Fee Related JP3544862B2 (en) 1998-06-18 1998-06-18 Variable shape truss frame, variable shape space truss frame using the variable shape truss frame, variable shape ceiling and openable roof using the variable shape truss frame

Country Status (1)

Country Link
JP (1) JP3544862B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102605889A (en) * 2012-03-08 2012-07-25 东南大学 Cable rod type retractable roof structure
CN102605892A (en) * 2012-03-08 2012-07-25 东南大学 Movable structure based on folding-rod shearing-type unit

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4586299B2 (en) * 2001-05-15 2010-11-24 株式会社大林組 Variable shape roof structure and shape control method thereof
ES2286956B1 (en) * 2006-05-31 2008-10-16 Jordi Truco Calbet CONSTRUCTION SYSTEM, PROCEDURE FOR YOUR START-UP, AND STRUCTURAL PROFILE FOR A CONSTRUCTION SYSTEM.
CN104878865B (en) * 2015-06-16 2017-06-20 东南大学 Radial direction folding film roof system with radial direction drag-line
CN104947839B (en) * 2015-06-16 2017-08-25 东南大学 A kind of folding film roof system with bottom drag-line
CN106284804B (en) * 2016-09-09 2018-08-21 东南大学 A kind of deployable cylindrical reticulated shell structure that there are six pieces of rigid plates to fold unit
CN106758755B (en) * 2016-11-15 2018-06-22 东南大学 A kind of base-supporting folded truss bridge structure
CN106948261A (en) * 2017-04-27 2017-07-14 武大巨成结构股份有限公司 A kind of synchronous folding truss

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102605889A (en) * 2012-03-08 2012-07-25 东南大学 Cable rod type retractable roof structure
CN102605892A (en) * 2012-03-08 2012-07-25 东南大学 Movable structure based on folding-rod shearing-type unit

Also Published As

Publication number Publication date
JP2000008478A (en) 2000-01-11

Similar Documents

Publication Publication Date Title
US5701713A (en) Adjustable truss
US5040349A (en) Collapsible truss structures
US5163262A (en) Collapsible structure
US4253284A (en) Foldable and curvilinearly extensible structure
US4393887A (en) Collapsible tent frame
US7644721B2 (en) Synchronized four-bar linkages
CN102605892B (en) Movable structure based on folding-rod shearing-type unit
JP3544862B2 (en) Variable shape truss frame, variable shape space truss frame using the variable shape truss frame, variable shape ceiling and openable roof using the variable shape truss frame
US4241746A (en) Collapsible building structure
JP6943440B2 (en) Telescopic arm structure
CN104947839A (en) Opening and closing film roof with lower pull cables
JP3045687B2 (en) Frame structure and construction method
CN202577710U (en) Movable structure based on folding rod shear type unit
JP3489447B2 (en) Variable-truss truss frame for suspended work platforms
JP3540161B2 (en) Variable shape truss frame
WO2005111343A1 (en) Deployable structure
CN106702878A (en) A two-way folded truss arch bridge structure
CN106759918A (en) A kind of deployable structure with rigid panel
JP2004232291A (en) Expandable string truss structure
JP3616904B2 (en) Tense grid structure
CA1076915A (en) Building structure
JPH02283597A (en) Deployable truss structure and its deployment synchronization device
JP3596832B2 (en) truss
EP0284688A1 (en) Deployable frame structure
JPH0416651A (en) Loop assembly

Legal Events

Date Code Title Description
A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20040406

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080416

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090416

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100416

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100416

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110416

Year of fee payment: 7

LAPS Cancellation because of no payment of annual fees