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JP4798005B2 - Seismic structure experience device - Google Patents
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JP4798005B2 - Seismic structure experience device - Google Patents

Seismic structure experience device Download PDF

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JP4798005B2
JP4798005B2 JP2007012358A JP2007012358A JP4798005B2 JP 4798005 B2 JP4798005 B2 JP 4798005B2 JP 2007012358 A JP2007012358 A JP 2007012358A JP 2007012358 A JP2007012358 A JP 2007012358A JP 4798005 B2 JP4798005 B2 JP 4798005B2
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brace
panel
model
earthquake
experience device
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JP2008180766A (en
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秀彦 辻井
清次 谷川
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Sekisui House Ltd
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この発明は、建造物に使用される耐震構造の原理を顧客等に伝えるための耐震構造体験装置に関する。   The present invention relates to a seismic structure experience device for transmitting the principle of a seismic structure used in a building to customers and the like.

日本に建てられている建造物には、日本の風土上、地震が頻繁に起こることを考慮して、耐震構造が備えられている。そして、そのような耐震構造としては、以下のようなものが考案されている。   Buildings built in Japan have earthquake-resistant structures in consideration of the frequent occurrence of earthquakes in the Japanese climate. As such an earthquake-resistant structure, the following has been devised.

例えば、図15に示すように、建造物Hに例えば縦筋101と横筋102とを略矩形に結合した枠体103の頂点部分同士を対角線状に連結するブレース104が設けられたブレース構造201や、図16に示すように、建造物Hに柱105と梁106とを略矩形に結合した枠体107を覆うようにしてパネル108が取付けられたパネル構造202や、図17に示すように、建造物Hに柱108と梁109とがトルシア型ハイテンションボルト等で、該柱108と該梁109とが略一体となるように剛接合されたラーメン構造203が挙げられる。   For example, as shown in FIG. 15, a brace structure 201 provided with a brace 104 that diagonally connects the apexes of a frame 103 in which a vertical line 101 and a horizontal line 102 are connected in a substantially rectangular shape to a building H, for example, 16, a panel structure 202 in which a panel 108 is attached so as to cover a frame 107 in which a pillar 105 and a beam 106 are joined to a building H in a substantially rectangular shape, as shown in FIG. 16, or as shown in FIG. 17, There is a rigid frame structure 203 in which a column 108 and a beam 109 are rigidly joined to the building H with a torcia type high tension bolt or the like so that the column 108 and the beam 109 are substantially integrated.

しかし、建造物の施工が完成した後には、上述のような構造は該建造物の壁内部にあり、外見上確認することが不可能である。しかし、該建造物を購入する顧客に対して、これらの耐震構造が、地震の際にその揺れが各部材にどのように力を及ぼし、これらを抑制するか等、耐震構造の原理についてを説明する機会が多くある。また、これらの耐震構造の設計や該耐震構造を備えた建造物を販売する会社の新入社員等にも、業務遂行のために、耐震構造の原理を周知させておく必要がある。しかし、これらの耐震構造の原理は、図やイラスト、若しくは単なる説明だけでは、容易に理解することは困難である。そのため、耐震構造のエネルギーの吸収作用を説明する装置であって、図18に示すように、縦部材301と横部材302の両端部がピン303によって回動自在に固定され、同時に該ピン303によって、屈曲変形可能な斜め部材304が、対角線状に回動自在に固定された模型305を矢印306の方向に力を作用することで該模型305を変形させるものが考案されている(例えば特許文献1)。   However, after the construction of the building is completed, the structure as described above is inside the wall of the building and cannot be visually confirmed. However, for the customers who purchase the building, the earthquake-resistant structure explains the principles of the earthquake-resistant structure, such as how the shaking exerts a force on each member during the earthquake and suppresses them. There are many opportunities to do. In addition, it is necessary to make the principle of the earthquake resistant structure known to the new employees of the company that sells the design of the earthquake resistant structure and the building equipped with the earthquake resistant structure in order to perform business. However, it is difficult to easily understand the principles of these seismic structures simply with drawings, illustrations, or simple explanations. Therefore, it is a device for explaining the energy absorption action of the seismic structure, and as shown in FIG. 18, both end portions of the vertical member 301 and the horizontal member 302 are rotatably fixed by the pins 303, and at the same time by the pins 303. An oblique member 304 that can be bent and deformed has been devised by deforming the model 305 by applying a force in the direction of an arrow 306 to the model 305 fixed in a diagonally rotatable manner (for example, Patent Documents). 1).

特開2004−184600号公報JP 2004-184600 A

しかし、上述したような模型を用いてブレース構造の説明を行う際にも、耐震構造に係る構造の一部しか説明することができず、また、他の耐震構造との比較や検討をすることができない。さらに、上述したような耐震構造の原理を系統的に顧客等に説明し、理解してもらうことも困難であった。   However, when explaining the brace structure using the model as described above, only a part of the structure related to the earthquake-resistant structure can be explained, and comparison with other earthquake-resistant structures should be made. I can't. Furthermore, it has been difficult to systematically explain and understand the principles of the earthquake-resistant structure as described above.

この発明は上記のような種々の課題を解決することを目的としてなされたものであって、大掛かりな実験や、装置を必要とすることなく、代表的な耐震構造に係る、各耐震構造模型に直接手で触れ、変形させることで、系統的にこれらの原理や、地震の際にどのように力が作用するかを、顧客等に理解させることのできる耐震構造体験装置に関する。   The present invention has been made for the purpose of solving the various problems as described above, and does not require a large-scale experiment or device. The present invention relates to a seismic structure experience device that allows customers and others to understand these principles and how force acts in the event of an earthquake by touching and deforming directly.

上記目的を達成するために、請求項1記載の耐震構造体験装置は、建造物に用いられる耐震構造の原理を説明するための耐震構造体験装置であって、4本の棒部材の両端部が互いに回動自在に連結固定されなる略矩形の架構部材と、両端部が該架構部材の頂点部に対角線状にそれぞれ回動自在に連結固定された2本のブレースと、該ブレースのそれぞれに設けられ、且つ、該ブレースを伸縮自在とする調節部材とを具備するブレース構造模型と、幅方向に長尺に形成され両端部が前記架構部材にそれぞれ回動自在に固定されたパネル部材が、高さ方向に並設されるパネル構造模型と、弾性を有する4本の弾性棒部材の両端部が連結部材を介して互いに連結されてなる略矩形のラーメン構造模型とを備え、前記各構造模型の背面が、それぞれの構造模型を幅方向、及び上下方向にガイドするガイド部材を介して支持板に支持されることを特徴としている。 In order to achieve the above object, an earthquake resistant structure experience device according to claim 1 is an earthquake resistant structure experience device for explaining the principle of an earthquake resistant structure used in a building, and both end portions of four bar members are provided. A substantially rectangular frame member that is rotatably connected and fixed to each other, two braces whose opposite ends are rotatably connected to the apex of the frame member in a diagonal manner, and provided on each of the braces And a brace structure model having an adjustment member that allows the brace to be extended and contracted, and a panel member that is long in the width direction and whose both ends are rotatably fixed to the frame member. A panel structure model arranged in parallel in the vertical direction, and a substantially rectangular frame structure model in which both ends of four elastic rod members having elasticity are connected to each other via a connection member , The back is each It is supported by the support plate via the guide member for guiding the forming model in the width direction, and the vertical direction is characterized in Rukoto.

請求項記載の耐震構造体験装置は、請求項1記載の耐震構造体験装置において、前記パネル構造模型のパネル部材の外側面に、幅方向に所定間隔をあけ、高さ方向に並設される各パネル部材に渡って略鉛直方向に基準線が跨設されることを特徴としている。 The seismic structure experience device according to claim 2 is the seismic structure experience device according to claim 1, and is arranged in parallel in the height direction with a predetermined interval in the width direction on the outer surface of the panel member of the panel structure model. A reference line extends across each panel member in a substantially vertical direction.

請求項記載の耐震構造体験装置は、請求項1又は2記載の耐震構造体験装置において、前記ブレース構造模型の調節部材に、前記ブレースの伸縮長を視認するための突起部が設けられることを特徴としている。 Seismic structure experience apparatus according to claim 3, in seismic construction experience apparatus according to claim 1 or 2, wherein the regulation member of the brace model, that projections for viewing stretching length of the brace is provided It is a feature.

請求項1記載の耐震構造体験装置によれば、耐震構造の代表的な、ブレース構造、パネル構造、ラーメン構造に係る構造模型を備えているので、各構造模型に直接手で触れ、変形させることで、系統的にこれらの原理や、地震の際にどのように力が作用するかを、顧客等に理解させることができる。また、それぞれの構造同士を比較することで、それぞれの違いをより明確に知ることができると共に、個々の構造の理解をより深めることができる。更に、本耐震構造体験装置によれば、それぞれの構造模型の背面が、構造模型を幅方向、及び上下方向にガイドするガイド部材を介して支持板に支持されている。そのため、顧客等が構造模型に触れている際に、該構造模型が転倒する等して、構造模型は破損する、若しくは、顧客等が転倒した構造模型に接触して負傷する等の問題が生じるおそれがない。また、顧客等が各構造模型をその側面から押圧し、変形の様子を見る際にも、該構造模型がガイド部材にガイドされるようにして変形等するので、押圧の仕方によらず、それぞれの顧客等が看取する状況を統一することができる。 According to the seismic structure experience device according to claim 1, since the structural model relating to the brace structure, the panel structure, and the ramen structure, which is representative of the seismic structure, is provided, each structural model is directly touched and deformed. Therefore, it is possible to make customers understand systematically these principles and how the force acts in the event of an earthquake. Further, by comparing each structure, it is possible to know each difference more clearly and deepen the understanding of each structure. Furthermore, according to the seismic structure experience device, the back surface of each structural model is supported by the support plate via the guide member that guides the structural model in the width direction and the vertical direction. Therefore, when the customer etc. is touching the structural model, the structural model falls down, and the structural model is damaged, or the customer etc. comes into contact with the overturned structural model and injured. There is no fear. In addition, when a customer or the like presses each structural model from the side and sees the state of deformation, the structural model is deformed so that the structural model is guided by the guide member. It is possible to unify the situation observed by customers.

請求項記載の耐震構造体験装置によれば、前記パネル構造模型のパネル部材の外側面に、幅方向に所定間隔をあけ、高さ方向に並設される各パネル部材に渡って略鉛直方向に基準線が跨設されている。そのため、顧客等がパネル構造模型を側面から押圧し変形の様子を視認する際に、一方のパネル部材の基準線と、その上方、若しくは、下方の他方のパネル部材の基準線とのずれを比較することによって、パネル構造模型の変形の程度を知ることができ、パネル構造において、どの程度のせん断力が生じているのかを、間接的に把握することができる。 According to the seismic structure experience device according to claim 2, a substantially vertical direction is provided across the panel members arranged in parallel in the height direction with a predetermined interval in the width direction on the outer surface of the panel member of the panel structural model. The reference line is straddled. Therefore, when a customer or the like presses the panel structural model from the side and visually confirms the state of deformation, the deviation between the reference line of one panel member and the reference line of the other panel member above or below is compared. By doing so, the degree of deformation of the panel structure model can be known, and it can be indirectly understood how much shear force is generated in the panel structure.

請求項記載の耐震構造体験装置によれば、前記ブレース構造模型の調節部材に、ブレースの伸縮長を視認するための突起部が設けられている。そのため、顧客等がブレース構造模型を側面から押圧し変形の様子を視認する際に、一方のブレースは伸び、他方のブレースは縮むが、これらのブレースがどの程度伸縮しているかを容易に視認することができ、ブレース構造において、どの程度の引張力や圧縮力が生じているのかを、間接的に把握することができる。
According to the seismic structure experience device according to claim 3, the adjustment member of the brace structure model is provided with the protrusion for visually recognizing the expansion / contraction length of the brace. Therefore, when a customer or the like presses the brace structural model from the side and visually confirms the state of deformation, one brace expands and the other brace contracts, but it is easy to visually recognize how much these braces are expanded or contracted. It is possible to indirectly grasp how much tensile force or compressive force is generated in the brace structure.

この発明における耐震構造体験装置の最良の実施形態について、以下に説明する。この実施形態の耐震構造体験装置1は、建造物に用いられる耐震構造の原理を説明するための耐震構造体験装置1であって、図3に示すように、4本の棒部材2の両端部が互いに回動自在に連結固定されなる略矩形の架構部材3と、両端部が該架構部材3の頂点部に対角線状にそれぞれ回動自在に連結固定された2本のブレース4と、該ブレース4のそれぞれに設けられ、且つ、該ブレース4を伸縮自在とする調節部材5とを具備するブレース構造模型6と、図7に示すように、幅方向に長尺に形成され両端部が前記架構部材3にそれぞれ回動自在に固定されたパネル部材7が、高さ方向に並設されるパネル構造模型8と、図11に示すように、弾性を有する4本の弾性棒部材9の両端部が連結部材10を介して互いに連結されてなる略矩形のラーメン構造模型11とを備えている。   The best embodiment of the seismic structure experience device according to the present invention will be described below. The earthquake-resistant structure experience device 1 of this embodiment is an earthquake-resistant structure experience device 1 for explaining the principle of an earthquake-resistant structure used in a building, and as shown in FIG. 3, both end portions of four bar members 2 Are substantially rectangular frame members 3 that are rotatably connected to each other, two braces 4 whose both end portions are connected and fixed diagonally to the apex of the frame member 3, and the braces. 4 and a brace structure model 6 provided with an adjustment member 5 that allows the brace 4 to expand and contract, and as shown in FIG. A panel structural model 8 in which panel members 7 fixed to the member 3 so as to be rotatable are arranged in parallel in the height direction, and both end portions of four elastic rod members 9 having elasticity as shown in FIG. Are substantially rectangular connected to each other via a connecting member 10 And a rigid frame structure model 11.

前記架構部材3は、図3に示すように、4本の棒部材2の両端部が互いに回動自在に連結固定されてなる略矩形の部材である。そして、棒部材2は、本実施形態においては、強度や耐久性の観点から鋼性の部材を使用しており、該棒部材2は、図3に示すように、略四角柱形状となるように形成されている。また、棒部材2の両端部には、他の棒部材2の両端部と連結するための連結段部12が形成されており、該連結段部12は、図9に示すように、該棒部材2の端部から所定長さ、その肉厚を略半分程度取除いたような形状とし、該連結段部12は、本実施形態においては、図3に示すように、棒部材2の同じ側の面に形成されている。   As shown in FIG. 3, the frame member 3 is a substantially rectangular member in which both end portions of the four rod members 2 are connected and fixed so as to be rotatable. In the present embodiment, the rod member 2 uses a steel member from the viewpoint of strength and durability, and the rod member 2 has a substantially quadrangular prism shape as shown in FIG. Is formed. Moreover, the connection step part 12 for connecting with the both ends of the other rod member 2 is formed in the both ends of the bar member 2, and this connection step part 12 is shown in FIG. The shape is such that about half of the predetermined length and thickness from the end of the member 2 are removed. In this embodiment, the connecting step 12 is the same as the rod member 2 as shown in FIG. It is formed on the side surface.

そして、棒部材2には、連結段部12を貫通する貫通孔が設けられ、該貫通孔に固定ピン12aが挿通されることで、棒部材2の端部同士が互いに回動自在に連結固定されている。また、このように棒部材2が互いに連結される際には、図3に示すように、該連結段部12の凹んだ箇所同士を互いに連結している。そして、連結段部12は、本実施形態のように、棒部材2の同じ側の面に形成されていてもよいが、一方の連結段部12の反対側の面に他方の連結段部12が設けられていてもよい。また、上述のような、棒部材2の連結方法は、本実施形態のものに限定されるものではなく、適宜変更することが可能である。   The rod member 2 is provided with a through-hole that penetrates the connecting step portion 12, and the fixing pin 12a is inserted into the through-hole so that the ends of the rod member 2 are connected and fixed to each other so as to be rotatable. Has been. Further, when the rod members 2 are connected to each other as described above, the recessed portions of the connection step portion 12 are connected to each other as shown in FIG. And although the connection step part 12 may be formed in the surface of the same side of the bar member 2 like this embodiment, the other connection step part 12 is formed in the surface on the opposite side of one connection step part 12. May be provided. Moreover, the connection method of the bar member 2 as described above is not limited to that of the present embodiment, and can be changed as appropriate.

前記ブレース構造模型6に使用されるブレース4は、図3に示すように、その両端部が架構部材3の対角線上の頂点部にそれぞれ回動自在に連結固定されている。そして、ブレース4は、建造物の耐震構造に使用されるブレースを想定するものであって、鋼性の部材から形成されてなるものである。また、ブレース4は、上述のように形成された架構部材3における、一方の棒部材2の連結段部12と、他方の棒部材2の連結段部12との間に、該ブレース4の両端部が介在するように設けられている。さらに、ブレース4の両端部にも貫通孔(不図示)が設けられているため、棒部材2と共に固定ピン12bによって回動自在に架構部材3の頂点部に固定されている。   As shown in FIG. 3, the brace 4 used for the brace structure model 6 is rotatably fixed to the vertexes on the diagonal line of the frame member 3. And the brace 4 assumes the brace used for the earthquake-resistant structure of a building, Comprising: It forms from a steel member. Also, the brace 4 has both ends of the brace 4 between the connecting step portion 12 of one bar member 2 and the connecting step portion 12 of the other bar member 2 in the frame member 3 formed as described above. It is provided so that a part may intervene. Further, since both end portions of the brace 4 are provided with through holes (not shown), the brace 4 is fixed to the apex portion of the frame member 3 together with the rod member 2 by a fixing pin 12b.

そして、ブレース4には、図4に示すように、該ブレース4を伸縮自在とする調節部材5が設けられている。そのため、ブレース構造模型6を顧客等が側面から押圧した際には、架構部材3の各頂点部、及びブレース4の両端部が回動自在に固定されており、さらに、一方のブレース4aが伸び、他方のブレース4bが縮むことにより図4に示すように、該ブレース構造模型6全体が変形するのである。そして、調節部材5は、図5に示すように、上方ブレース4cの下端部が、略円筒状に形成され、且つ、長さ方向にスリット13が形成されたシリンダ14の上端から一部が挿通固定され、下方ブレース4dの上端部が該シリンダ14の内壁に沿って可動となるように該シリンダ14の下端から挿通されている。   As shown in FIG. 4, the brace 4 is provided with an adjustment member 5 that makes the brace 4 extendable and contractable. Therefore, when the customer or the like presses the brace structural model 6 from the side, each apex of the frame member 3 and both ends of the brace 4 are fixed rotatably, and one brace 4a extends. When the other brace 4b contracts, the entire brace structure model 6 is deformed as shown in FIG. As shown in FIG. 5, the adjustment member 5 is partially inserted from the upper end of the cylinder 14 in which the lower end portion of the upper brace 4c is formed in a substantially cylindrical shape and the slit 13 is formed in the length direction. The lower brace 4d is fixed and inserted from the lower end of the cylinder 14 so as to be movable along the inner wall of the cylinder 14.

そして、図5に示すように、上方ブレース4cの下端部、及び下方ブレース4dの上端部であって、スリット13が設けられている箇所には、ブレース4の伸縮長を視認することができるように、突起部15が設けられている。さらに、該突起部15が設けられていることにより、下方ブレース4dがシリンダ14の下端部から引抜けることがない。また、一方の調節部材5aのシリンダ14内部における、下方ブレース4dの上端部とシリンダ14の下端部との間にはバネ16が設けられている。そして、他方の調節部材5bのシリンダ14内部における、上方ブレース4cの下端部と下方ブレース4dの上端部との間にもバネ16が設けられている。そのため、ブレース構造模型6を顧客等が側面から押圧した際には、図4に示すように、変形すると共に、一方の調節部材5a内部のバネ16、及び他方の調節部材5b内部のバネ16が、図5に示す状態Aから状態Bのように圧縮される。しかし、顧客等がその押圧をやめた際には、前述のように圧縮されたバネ16の弾性力によって状態Bから状態Aへとバネ16が復元し、図4に示すように、ブレース構造模型6も元の状態へと戻るのである。   And as shown in FIG. 5, the expansion-contraction length of the brace 4 can be visually recognized in the lower end part of the upper brace 4c, and the upper end part of the lower brace 4d, and the location where the slit 13 is provided. The protrusion 15 is provided on the surface. Furthermore, since the protrusion 15 is provided, the lower brace 4 d is not pulled out from the lower end of the cylinder 14. A spring 16 is provided between the upper end of the lower brace 4d and the lower end of the cylinder 14 inside the cylinder 14 of one adjusting member 5a. A spring 16 is also provided between the lower end of the upper brace 4c and the upper end of the lower brace 4d inside the cylinder 14 of the other adjustment member 5b. Therefore, when the customer or the like presses the brace structure model 6 from the side, as shown in FIG. 4, the brace structure model 6 is deformed, and the spring 16 inside one adjustment member 5 a and the spring 16 inside the other adjustment member 5 b , Compression is performed from state A to state B shown in FIG. However, when the customer or the like stops the pressing, the spring 16 is restored from the state B to the state A by the elastic force of the spring 16 compressed as described above, and as shown in FIG. Will return to its original state.

また、本実施形態においては、図5に示すように、ブレース構造模型6に外力が作用しない状態では、一方の調節部材5aにおいて、上方ブレース4cの下端部と下方ブレース4dの上端部とが当接し、また、他方の調節部材5bにおいて、下方ブレース4dの突起部15がスリット13の下端部に当接している。そのため、ブレース構造模型6は、図4に示すように、棒部材2に取付けられた矢印Yの方向に押圧した場合にのみ、該ブレース構造模型6は変形し、該矢印Yと反対側に押圧した際には、該ブレース構造模型6は変形することがないようになっている。しかし、調節部材5の構成は本実施形態のものに限定されるものではなく、ブレース4の伸縮を調節できるものであれば適宜変更することができる。   In the present embodiment, as shown in FIG. 5, in the state where no external force is applied to the brace structure model 6, in one adjustment member 5a, the lower end portion of the upper brace 4c and the upper end portion of the lower brace 4d are in contact with each other. In addition, in the other adjustment member 5 b, the protrusion 15 of the lower brace 4 d is in contact with the lower end of the slit 13. Therefore, the brace structure model 6 is deformed only when pressed in the direction of the arrow Y attached to the bar member 2 as shown in FIG. In this case, the brace structure model 6 is not deformed. However, the configuration of the adjusting member 5 is not limited to that of the present embodiment, and can be appropriately changed as long as the expansion and contraction of the brace 4 can be adjusted.

前記パネル構造模型20に使用されるパネル部材7は、図7に示すように、幅方向に長尺に形成された略矩形の薄板状の部材であり、上述したような架構部材3に取付けられている。そして、パネル部材7は成型加工の容易性の観点から、例えば合成樹脂等から形成されているが、その他金属製であってもよい。また、本実施形態においては、図7に示すパネル部材7のうち、最上部のパネル部材7、及び最下部のパネル部材7は、架構部材3を構成する水平方向に設けられた棒部材2にそれぞれネジS1等で固定されている。そして、最上部のパネル部材7と、最下部のパネル部材7との間のパネル部材7は、両端部がそれぞれ回動自在となるように、架構部材3を構成する鉛直方向に設けられた棒部材2にネジS1等で固定されている。   As shown in FIG. 7, the panel member 7 used in the panel structural model 20 is a substantially rectangular thin plate-like member formed long in the width direction, and is attached to the frame member 3 as described above. ing. The panel member 7 is made of, for example, a synthetic resin from the viewpoint of ease of molding, but may be made of other metals. Further, in the present embodiment, among the panel members 7 shown in FIG. 7, the uppermost panel member 7 and the lowermost panel member 7 are arranged on the bar member 2 provided in the horizontal direction constituting the frame member 3. Each is fixed with a screw S1 or the like. And the panel member 7 between the uppermost panel member 7 and the lowermost panel member 7 is a bar provided in the vertical direction that constitutes the frame member 3 so that both ends thereof are rotatable. The member 2 is fixed with a screw S1 or the like.

また、パネル部材7同士の間は、図9に示すように、該パネル部材7の上端に凸部7aが形成され、下端には凹部7bが形成されている。そのため、複数のパネル部材7を、図7に示すように、高さ方向に並設する際には、凹部7bに凸部7aが嵌入するようにして結合されている。そのため、顧客等が、パネル構造模型8を側面から、パネル部材7に取付けられた矢印Yの方向へ押圧した際には、図8に示すように、該パネル構造模型8が変形すると共に、図9に示すように、パネル部材7が、その下方のパネル部材7にガイドされるのである。また、パネル構造模型8が、図8に示すように、変形した際には、該架構部材3を構成する水平方向の棒部材2同士の垂直距離が、若干小さくなる。そのため、パネル部材7同士を、上述したように高さ方向に結合する際には、図9に示すように、凹部7bと凸部7aとの間に隙間Tが生じるように設計されている。   Further, as shown in FIG. 9, between the panel members 7, a convex portion 7 a is formed at the upper end of the panel member 7, and a concave portion 7 b is formed at the lower end. Therefore, when the plurality of panel members 7 are juxtaposed in the height direction as shown in FIG. 7, they are joined so that the convex portions 7a are fitted into the concave portions 7b. Therefore, when the customer or the like presses the panel structural model 8 from the side in the direction of the arrow Y attached to the panel member 7, the panel structural model 8 is deformed as shown in FIG. As shown in FIG. 9, the panel member 7 is guided by the panel member 7 below. When the panel structural model 8 is deformed as shown in FIG. 8, the vertical distance between the horizontal bar members 2 constituting the frame member 3 is slightly reduced. Therefore, when the panel members 7 are coupled in the height direction as described above, the gap T is designed to be generated between the concave portion 7b and the convex portion 7a as shown in FIG.

さらに、パネル部材7の外側面には、図7に示すように、幅方向に所定間隔をあけ、高さ方向に並設される各パネル部材7に渡って略鉛直方向に、基準線17が跨設されている。そして、基準線17は、パネル部材7の外側面に、塗料等で書かれてあったり、若しくは、溝が形成され該溝を塗料等で強調するようにしてもよい。また、これらのパネル部材7の架構部材3への取付方法、及びパネル部材7同士の結合方法等は本実施形態の構成に限定されるものではなく、適宜変更することができる。   Further, as shown in FIG. 7, a reference line 17 is provided on the outer surface of the panel member 7 in a substantially vertical direction across the panel members 7 arranged in parallel in the height direction with a predetermined interval in the width direction. It is straddled. The reference line 17 may be written on the outer surface of the panel member 7 with paint or the like, or a groove may be formed to emphasize the groove with paint or the like. Moreover, the attachment method of these panel members 7 to the frame member 3, the connection method of panel members 7, etc. are not limited to the structure of this embodiment, It can change suitably.

前記ラーメン構造模型11に使用される弾性棒部材9は、図11に示すように、略四角柱形状に形成されている。そして、ラーメン構造模型11は、図12に示すように、顧客等が側面から、連結部材12に取付けられた矢印Y方向へ押圧することで該ラーメン構造模型11が変形するように形成されている。そのため、弾性棒部材9は、度重なる変形に耐え、その変形から該弾性棒部材9の弾性力で自然に元の状態に戻り、且つ、塑性変形することのないように、例えば、SBR(Styrene-butadiene rubber)等が用いられている。また、弾性棒部材9は、図11に示すような、略L字型の連結部材10と該弾性棒部材9の両端部とが互いに連結されると共にピンP等で固定され、略矩形となるように形成されている。   As shown in FIG. 11, the elastic bar member 9 used for the ramen structure model 11 is formed in a substantially quadrangular prism shape. Then, as shown in FIG. 12, the ramen structure model 11 is formed such that the ramen structure model 11 is deformed when a customer or the like presses from the side in the direction of the arrow Y attached to the connecting member 12. . Therefore, the elastic rod member 9 can withstand repeated deformation, and naturally returns to its original state from the deformation by the elastic force of the elastic rod member 9 and is not plastically deformed, for example, SBR (Styrene -butadiene rubber) is used. Further, the elastic bar member 9 has a substantially rectangular shape as shown in FIG. 11 in which a substantially L-shaped connecting member 10 and both ends of the elastic bar member 9 are connected to each other and fixed with pins P or the like. It is formed as follows.

上述したような、図3、図7、及び、図11に示す各構造模型20は、それぞれ、板状部材18上に溶接や、金具等で適宜取付けられ、さらに、該板状部材18が載台19上にネジS2等で固定されている。そして、各構造模型20は、その背面が、それぞれの構造模型20を幅方向、及び上下方向にガイドするガイド部材21を介して支持板22に支持されている。   Each structural model 20 shown in FIGS. 3, 7, and 11 as described above is appropriately attached to the plate-like member 18 by welding or metal fittings, and the plate-like member 18 is further mounted. It is fixed on the base 19 with screws S2 and the like. Each structural model 20 has its back surface supported by a support plate 22 via a guide member 21 that guides each structural model 20 in the width direction and the vertical direction.

支持板22は、本実施形態においては、図14に示すように、各構造模型20を確実に支持することができるように、板状部材18に立設する垂直板部22aと、該垂直板部22aの両端から略垂直方向に高さ方向に渡って張り出す側面板22bと、該側面板22bと垂直板部22aの下端部にこれらと略垂直方向に形成された底板部22cとを具備している。そして、各構造模型20と共に、板状部材18の上面に底板部22cがネジS3等により固定されている。また、本実施形態においては、支持板22は、例えば透明のアクリル系の合成樹脂から形成されていので、これらの構造模型が設置されているスペースにおいて、顧客等に閉塞感を感じさせることがなく、広々とした開放感を持たせることができる。また、支持板22には、構造模型20の各部分を説明するような、説明書き等が記載されていてもよい。   In the present embodiment, as shown in FIG. 14, the support plate 22 includes a vertical plate portion 22 a erected on the plate-like member 18 so as to reliably support each structural model 20, and the vertical plate. A side plate 22b extending from both ends of the portion 22a in a substantially vertical direction in the height direction; and a bottom plate portion 22c formed substantially perpendicular to the side plate 22b and a lower end portion of the vertical plate portion 22a. is doing. And with each structural model 20, the baseplate part 22c is being fixed to the upper surface of the plate-shaped member 18 with screw S3 etc. FIG. In the present embodiment, the support plate 22 is made of, for example, a transparent acrylic synthetic resin, so that customers do not feel a sense of blockage in the space where these structural models are installed. , Can give a spacious and open feeling. In addition, the support plate 22 may be provided with an explanatory note or the like for explaining each part of the structural model 20.

ガイド部材21は、図14に示すように、支持板22の幅方向にネジS4等で取付けられた水平ガイドレール23aと、図13に示すように、中間部材24の一方面側に取付けられ該水平ガイドレール23aに沿って水平方向にガイドされる水平ガイド部材23bと、図13に示すように、中間部材24の他方面側に取付けられた垂直ガイドレール25aと、図3、図7、及び図11に示すように、各構造模型20の背面にネジ等で固定された取付板26に、図13に示すように、取付けられ該垂直ガイドレール25aに沿って垂直方向にガイドされる垂直ガイド部材25bとを具備している。これにより、顧客等が、各構造体模型20を押圧した際にも、これらが転倒することなく、各構造模型20が変形する際にも、ガイド部材21に従って垂直方向、及び水平方向にガイドすることができるのである。   As shown in FIG. 14, the guide member 21 is attached to one side of the intermediate member 24 as shown in FIG. 13 and a horizontal guide rail 23a attached with screws S4 or the like in the width direction of the support plate 22. A horizontal guide member 23b guided in the horizontal direction along the horizontal guide rail 23a, a vertical guide rail 25a attached to the other surface side of the intermediate member 24, as shown in FIG. 13, and FIGS. As shown in FIG. 11, a vertical guide is attached to a mounting plate 26 fixed to the back of each structural model 20 with screws or the like and is guided in the vertical direction along the vertical guide rail 25a as shown in FIG. And a member 25b. As a result, even when the customer or the like presses each structural model 20, the structural model 20 is not overturned and is guided in the vertical direction and the horizontal direction according to the guide member 21 even when each structural model 20 is deformed. It can be done.

また、本実施形態においては、図2に示すように、ブレース構造模型6の背面には、例えば、鋼性の縦筋27aと横筋27bとを略矩形に結合した枠体27の頂点部分同士を対角線状に連結するブレース28が設けられたブレース構造体29が設置されている。そして、図6に示すように、パネル構造模型8の背面には、例えば、柱30aと梁30bとを略矩形に結合した枠体30を覆うようにしてパネル31が取付けられたパネル構造体32が設置されている。そして、図10に示すように、ラーメン構造模型11の背面には、例えば、鋼性の柱33aと梁33bとがトルシア型ハイテンションボルト等で、該柱33aと該梁33bとが略一体となるように剛接合されたラーメン構造体34が設置されている。そして、これらが、図1に示すように、配置されているのである。しかし、これらの、配置の順番や、配置の方法等は本実施形態のものに限定されるものではなく適宜変更することができる。   Moreover, in this embodiment, as shown in FIG. 2, on the back surface of the brace structure model 6, for example, the apex portions of the frame body 27 in which the steel vertical bars 27a and the horizontal bars 27b are joined to each other in a substantially rectangular shape. A brace structure 29 provided with braces 28 connected diagonally is provided. And as shown in FIG. 6, the panel structure 32 to which the panel 31 was attached to the back surface of the panel structural model 8 so that the frame 30 which combined the pillar 30a and the beam 30b in the substantially rectangular shape was covered, for example. Is installed. As shown in FIG. 10, on the back surface of the ramen structure model 11, for example, a steel column 33a and a beam 33b are formed by a torcia type high tension bolt or the like, and the column 33a and the beam 33b are substantially integrated. The rigid frame structure 34 rigidly joined is installed. These are arranged as shown in FIG. However, the order of arrangement, the arrangement method, and the like are not limited to those of the present embodiment, and can be changed as appropriate.

以上のように構成された、耐震構造体験装置1の使用方法について以下に説明する。   The usage method of the earthquake-resistant structure experience apparatus 1 comprised as mentioned above is demonstrated below.

耐震構造体験装置1は、図1に示すように、展示スペース等に展示されており、各構造模型20に沿って、通路35が設けられているため、該展示スペースを訪れた顧客等は、該通路35を通り、順番に各構造模型20を視認すると共に、各構造模型20に直接手で触れ、変形させることで、系統的にこれらの原理や、地震の際にどのように力が作用するかを、理解することができる。   As shown in FIG. 1, the seismic structure experience device 1 is displayed in an exhibition space or the like, and since a passage 35 is provided along each structural model 20, customers who visit the exhibition space, By passing through the passage 35 and visually recognizing each structural model 20 in turn, by directly touching and deforming each structural model 20, these principles and how the force acts in the event of an earthquake I can understand what to do.

まず、顧客等は、通路35に示された矢印36に従って、パネル構造模型8の場所まで行く。そして、顧客等が、図8に示すように、側面から矢印Yに従って押圧すると、該パネル構造模型8は変形し、さらに、その変形量を基準線17を通じて知ることができる。そして、パネル構造模型8の背面には、図6に示すように、実際に使用されているパネル構造体32が設置されているので、耐震構造に係るパネル構造の原理の理解をより深めることができる。   First, the customer or the like goes to the location of the panel structure model 8 according to the arrow 36 shown in the passage 35. Then, as shown in FIG. 8, when the customer or the like presses from the side according to the arrow Y, the panel structural model 8 is deformed, and the deformation amount can be known through the reference line 17. And since the panel structure 32 actually used is installed in the back surface of the panel structure model 8, as shown in FIG. 6, it is possible to deepen the understanding of the principle of the panel structure related to the earthquake resistant structure. it can.

そして、前述のように、パネル構造の原理を理解することができた顧客等は、通路35を進み、ラーメン構造模型11の場所まで行く。そして、顧客等が、図12に示すように、側面から矢印Yに従って押圧すると、該ラーメン構造模型11は変形する。そして、ラーメン構造模型11の背面には、図10に示すように、実際に使用されているラーメン構造体34が設置されているので、耐震構造に係るラーメン構造の原理の理解をより深めることができる。   Then, as described above, the customer who can understand the principle of the panel structure proceeds along the passage 35 to the place of the ramen structure model 11. And when a customer etc. press from the side according to arrow Y as shown in FIG. 12, this ramen structure model 11 will deform | transform. And, as shown in FIG. 10, a ramen structure 34 that is actually used is installed on the back surface of the ramen structure model 11, so that the understanding of the principle of the ramen structure related to the seismic structure can be further deepened. it can.

そして、前述のように、パネル構造の原理とラーメン構造の原理を理解することができた顧客等は、通路35をさらに進み、ブレース構造模型6の場所まで行く。そして、顧客等が、図4に示すように、側面から矢印Yに従って押圧すると、該ブレース構造模型6は変形し、さらに、その変形に伴うブレース4の伸縮状況を視認することができる。そして、ブレース構造模型6の背面には、図2に示すように、実際に使用されているブレース構造体29が設置されているので、耐震構造に係るブレース構造の原理の理解をより深めることができる。   Then, as described above, the customer who can understand the principle of the panel structure and the principle of the ramen structure further proceeds through the passage 35 to the place of the brace structure model 6. And when a customer etc. press according to arrow Y from a side as shown in FIG. 4, this brace structure model 6 will deform | transform, and also the expansion-contraction state of the brace 4 accompanying the deformation | transformation can be visually recognized. And since the brace structure 29 actually used is installed on the back of the brace structure model 6 as shown in FIG. 2, it is possible to deepen the understanding of the principle of the brace structure related to the earthquake resistant structure. it can.

このように、顧客等が、代表的な耐震構造に係る、各構造模型20に直接手で触れ、変形させることで、系統的にこれらの原理や、地震の際にどのように力が作用するかを容易に理解することができるのである。   In this way, the customer systematically touches and deforms each structural model 20 related to a typical earthquake-resistant structure, so that these principles and how the force acts in the event of an earthquake. Can be easily understood.

本発明に係る耐震構造体験装置1は、本実施形態のように顧客等に説明する状況だけでなく、物理学の実験等においても使用することができる。   The seismic structure experience device 1 according to the present invention can be used not only in the situation explained to customers and the like as in this embodiment, but also in physics experiments and the like.

本実施形態に係る耐震構造体験装置の全体斜視図Overall perspective view of the seismic structure experience device according to the present embodiment 本実施形態に係るブレース構造模型と実際の建造物に使用されるブレース構造体の全体斜視図Overall perspective view of brace structure model according to this embodiment and brace structure used in actual building 本実施形態に係るブレース構造模型の全体斜視図Overall perspective view of brace structure model according to this embodiment 本実施形態に係るブレース構造模型の全体正面図Whole front view of brace structure model according to this embodiment 本実施形態に係る調節部材の拡大正面図The enlarged front view of the adjustment member concerning this embodiment 本実施形態に係るパネル構造模型と実際の建造物に使用されるパネル構造体の全体斜視図Overall perspective view of panel structure model according to this embodiment and panel structure used for actual building 本実施形態に係るパネル構造模型の全体斜視図Overall perspective view of a panel structure model according to this embodiment 本実施形態に係るパネル構造模型の全体正面図Overall front view of panel structure model according to this embodiment 本実施形態に係るパネル構造模型の拡大斜視図An enlarged perspective view of a panel structure model according to the present embodiment 本実施形態に係るラーメン構造模型と実際の建造物に使用されるパネル構造体の全体斜視図Overall perspective view of a panel structure used in a ramen structural model and an actual building according to the present embodiment 本実施形態に係るラーメン構造模型の全体斜視図Overall perspective view of a rigid frame structural model according to this embodiment 本実施形態に係るラーメン構造模型の全体正面図Overall front view of the frame structure model according to this embodiment 本実施形態に係るガイド部材の拡大斜視図The enlarged perspective view of the guide member concerning this embodiment 本実施形態に係る支持部材の背面斜視図Rear perspective view of the support member according to the present embodiment ブレース構造を具備する建造物を示す模式図Schematic diagram showing a building with a brace structure パネル構造を具備する建造物を示す模式図Schematic diagram showing a building with a panel structure ラーメン構造を具備する建造物を示す模式図Schematic diagram showing a building with a ramen structure 従来の耐震壁の説明装置と示す図Figure showing a conventional earthquake resistant wall explanation device

符号の説明Explanation of symbols

1 耐震構造体験装置
2 棒部材
3 架構部材
4 ブレース
5 調節部材
6 ブレース構造模型
7 パネル部材
8 パネル構造模型
9 弾性棒部材
10 連結部材
11 ラーメン構造模型
DESCRIPTION OF SYMBOLS 1 Seismic structure experience apparatus 2 Bar member 3 Frame member 4 Brace 5 Adjustment member 6 Brace structural model 7 Panel member 8 Panel structural model 9 Elastic bar member 10 Connecting member 11 Ramen structural model

Claims (3)

建造物に用いられる耐震構造の原理を説明するための耐震構造体験装置であって、
4本の棒部材の両端部が互いに回動自在に連結固定されなる略矩形の架構部材と、両端部が該架構部材の頂点部に対角線状にそれぞれ回動自在に連結固定された2本のブレースと、該ブレースのそれぞれに設けられ、且つ、該ブレースを伸縮自在とする調節部材とを具備するブレース構造模型と、
幅方向に長尺に形成され両端部が前記架構部材にそれぞれ回動自在に固定されたパネル部材が、高さ方向に並設されるパネル構造模型と、
弾性を有する4本の弾性棒部材の両端部が連結部材を介して互いに連結されてなる略矩形のラーメン構造模型とを備え
前記各構造模型の背面が、それぞれの構造模型を幅方向、及び上下方向にガイドするガイド部材を介して支持板に支持されることを特徴とする耐震構造体験装置。
An earthquake-resistant structure experience device for explaining the principles of earthquake-resistant structures used in buildings,
A substantially rectangular frame member in which both end portions of the four rod members are rotatably connected to each other, and two members whose both end portions are rotatably connected and fixed diagonally to the apex of the frame member. A brace structure model provided with a brace and an adjustment member provided on each of the braces and capable of expanding and contracting the brace;
A panel structural model that is formed long in the width direction and whose both ends are fixed to the frame member so as to be freely rotatable, and arranged in parallel in the height direction,
A substantially rectangular frame structure model in which both ends of four elastic rod members having elasticity are connected to each other via a connecting member ;
The back of each structure model is, respective structural model the width direction, and the vertical direction through the guide to the guide member is supported by the support plate seismic structure experience apparatus according to claim Rukoto.
請求項1記載の耐震構造体験装置において、In the earthquake-resistant structure experience device according to claim 1,
前記パネル構造模型のパネル部材の外側面に、幅方向に所定間隔をあけ、高さ方向に並設される各パネル部材に渡って略鉛直方向に基準線が跨設されることを特徴とする耐震構造体験装置。On the outer surface of the panel member of the panel structural model, a reference line is extended in a substantially vertical direction across the panel members arranged in the width direction with a predetermined interval in the width direction. Seismic structure experience device.
請求項1又は2記載の耐震構造体験装置において、In the earthquake-resistant structure experience device according to claim 1 or 2,
前記ブレース構造模型の調節部材に、前記ブレースの伸縮長を視認するための突起部が設けられることを特徴とする耐震構造体験装置。The seismic structure experience device, wherein the adjustment member of the brace structure model is provided with a protrusion for visually confirming the expansion and contraction length of the brace.
JP2007012358A 2007-01-23 2007-01-23 Seismic structure experience device Active JP4798005B2 (en)

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