[go: up one dir, main page]

JP2018150795A - Support device and seismic isolation scaffold using the same - Google Patents

Support device and seismic isolation scaffold using the same Download PDF

Info

Publication number
JP2018150795A
JP2018150795A JP2018042422A JP2018042422A JP2018150795A JP 2018150795 A JP2018150795 A JP 2018150795A JP 2018042422 A JP2018042422 A JP 2018042422A JP 2018042422 A JP2018042422 A JP 2018042422A JP 2018150795 A JP2018150795 A JP 2018150795A
Authority
JP
Japan
Prior art keywords
seismic isolation
fixing member
support device
support
scaffold
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
Application number
JP2018042422A
Other languages
Japanese (ja)
Other versions
JP7076702B2 (en
Inventor
最上 公彦
Kimihiko Mogami
公彦 最上
武 松茂良
Takeshi Matsumora
武 松茂良
大勝 梅本
Hirokatsu Umemoto
大勝 梅本
彰 杉原
Akira Sugihara
彰 杉原
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.)
Teiemu Giken Co Ltd
Original Assignee
Teiemu Giken Co Ltd
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 Teiemu Giken Co Ltd filed Critical Teiemu Giken Co Ltd
Publication of JP2018150795A publication Critical patent/JP2018150795A/en
Application granted granted Critical
Publication of JP7076702B2 publication Critical patent/JP7076702B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

【課題】 本発明は、ホコリおよびゴミに影響されることなく、地震の際には免震構造物と一緒に動いて免震可能な支持装置を提供することを目的とする。【解決手段】 本発明は、免震構造物3用の外部仮設構造体2を支持する支持装置1であって、支持板11と、複数の支柱12と、地面固定部材13と、連結弾性体14と、連結固定部材16とを含み、前記支持板11は、その上面に前記外部仮設構造体2を載せて支持可能であり、前記複数の支柱12の各上端部が、前記連結弾性体14を介して、前記支持板11の下面に連結されており、前記複数の支柱12の各下端部が、前記連結弾性体14を介して前記地面固定部材13に連結されており、前記支持板11が、前記連結固定部材16によって前記免震構造物3に固定可能である。【選択図】 図1PROBLEM TO BE SOLVED: To provide a support device capable of seismic isolation by moving together with a seismic isolation structure in the event of an earthquake without being affected by dust and dirt. The present invention is a support device 1 for supporting an external temporary structure 2 for a seismic isolation structure 3, a support plate 11, a plurality of columns 12, a ground fixing member 13, and a connecting elastic body. The support plate 11 includes the 14 and the connecting fixing member 16, and the external temporary structure 2 can be placed on the upper surface thereof to support the support plate 11, and each upper end portion of each of the plurality of columns 12 has the connecting elastic body 14. The lower end portions of the plurality of columns 12 are connected to the ground fixing member 13 via the connecting elastic body 14, and the support plate 11 is connected to the lower surface of the support plate 11. However, it can be fixed to the seismic isolation structure 3 by the connecting fixing member 16. [Selection diagram] Fig. 1

Description

本発明は、免震構造物用の外部仮設構造体を支持する支持装置およびそれを用いた免震足場に関する。   The present invention relates to a support device that supports an external temporary structure for a base isolation structure and a base isolation scaffold using the support device.

地震の揺れを緩和するために、高層ビルおよびタワーマンションでは免震装置が備え付けられている。高層ビルおよびタワーマンションのような免震建造物においても、外壁補修工事等では、工事期間中建物本体の免震装置にはロックをかけて地震時に免震装置が作動させないことが行われている。しかし、工事期間中と云えども大地震が発生する可能性はあり、この場合はロックがはずれ建物本体が大きく揺れることにより外部足場が崩壊する可能性がある。これに対応するために、足場の免震構造も提案されている。特許文献1および特許文献2では、足場の支持部材が免震構造物に連結され、足場の支持部材自体が免震構造物と一緒に水平方向にスライド可能な技術が開示されている。   To alleviate the shaking of earthquakes, high-rise buildings and tower apartments are equipped with seismic isolation devices. Even in seismic isolation buildings such as high-rise buildings and tower condominiums, exterior wall repair work, etc., locks the seismic isolation device of the building body during the construction period so that the seismic isolation device does not operate during an earthquake. . However, even during the construction period, there is a possibility that a big earthquake will occur. In this case, the external scaffolding may collapse due to the lock being released and the building body shaking greatly. To cope with this, seismic isolation structures for scaffolds have been proposed. Patent Documents 1 and 2 disclose a technique in which a scaffold support member is connected to a base isolation structure, and the scaffold support member itself can slide in the horizontal direction together with the base isolation structure.

特開2001−4571号公報Japanese Patent Laid-Open No. 2001-4571 特開2008−291859号公報JP 2008-291859 A

しかしながら、作業現場では、ホコリおよびゴミが多く発生するため、特許文献1および特許文献2のような支持板がスライドするような構造では、ホコリおよびゴミの付着によりスライドが妨げられる恐れがある。また、ホコリおよびゴミの付着を防止するためには、常に掃除等のメインテナンスが必要であり、これでは、作業効率が悪くなってしまう。   However, since much dust and dust are generated at the work site, in the structure in which the support plate is slid as in Patent Document 1 and Patent Document 2, there is a possibility that the sliding may be hindered due to adhesion of dust and dust. Further, in order to prevent the adhesion of dust and dust, maintenance such as cleaning is always required, which leads to poor work efficiency.

そこで、本発明は、作業現場で発生するホコリおよびゴミに影響されることなく、地震の際には免震構造物と一緒に動いて外部仮設構造体を水平に保つことが出来る免震可能な支持装置およびそれを用いた免震足場を提供することを目的とする。   Therefore, the present invention is capable of seismic isolation that can move together with the seismic isolation structure and keep the external temporary structure horizontal in the event of an earthquake without being affected by dust and dust generated at the work site. The object is to provide a supporting device and a seismic isolation scaffold using the same.

前記目的を達成するために、本発明の支持装置は、免震構造物用の外部仮設構造体を支持する支持装置であって、支持板と、複数の支柱と、地面固定部材と、連結弾性体と、連結固定部材とを含み、前記支持板は、その上面に前記外部仮設構造体を載せて支持可能であり、
前記複数の支柱の各上端部が、前記連結弾性体を介して、前記支持板の下面に連結されており、前記複数の支柱の各下端部が、前記連結弾性体を介して前記地面固定部材に連結されており、前記支持板が、前記連結固定部材によって前記免震構造物に固定可能であることを特徴とする。
In order to achieve the above object, a support device of the present invention is a support device that supports an external temporary structure for a seismic isolation structure, and includes a support plate, a plurality of support columns, a ground fixing member, and a connection elasticity. Body and a connection fixing member, the support plate can be supported by placing the external temporary structure on the upper surface thereof,
Each upper end portion of the plurality of support columns is connected to the lower surface of the support plate via the connection elastic body, and each lower end portion of the plurality of support columns is connected to the ground fixing member via the connection elastic body. The support plate can be fixed to the seismic isolation structure by the connection fixing member.

本発明の免震足場は、免震構造物用の免震足場であって、本発明の支持装置の支持板の上に、足場本体が搭載されており、前記支持装置が前記連結固定部材により前記免震構造物に連結固定されることによって、前記免震構造物の動きと連動して動くことが可能な免震足場である。   The seismic isolation scaffold of the present invention is a seismic isolation scaffold for a seismic isolation structure, wherein a scaffold main body is mounted on a support plate of the support device of the present invention, and the support device is supported by the connection fixing member. By being connected and fixed to the base isolation structure, the base isolation scaffold is capable of moving in conjunction with the movement of the base isolation structure.

本発明によれば、スライド構造を採用せず、連結弾性体により動くことが可能なため、作業現場で発生するホコリおよびゴミの影響を受けることがない。   According to the present invention, the slide structure is not adopted, and the movable body can be moved by the connecting elastic body, so that it is not affected by dust and dust generated at the work site.

図1のAからCは、本発明の支持装置および免震足場の構成を側面方向から見た場合の一例を示す図である。1A to 1C are diagrams illustrating an example of the configuration of the support device and the seismic isolation scaffold according to the present invention as viewed from the side. 図2のAからCは、図1のAからCにおいて、本発明の支持装置および免震足場の構成を正面方向から見た場合の一例を示す図である。2A to 2C are diagrams illustrating an example of the configuration of the support device and the seismic isolation scaffold according to the present invention as viewed from the front in FIGS. 1A to 1C. 図3AとBは、筋交いの上部線状部材と下部線状部材の端部の連結構造の一例を示す図である。3A and 3B are diagrams showing an example of a connecting structure of the ends of the upper linear member and the lower linear member in the brace. 図4Aは、支柱の下部の構造の一例を示す図であり、図4Bは、支柱の上部の構造の一例を示す図である。FIG. 4A is a diagram illustrating an example of the structure of the lower part of the support column, and FIG. 4B is a diagram illustrating an example of the structure of the upper part of the support column. 図5AおよびBは、支持装置および足場本体の双方の連結固定部材を弾性体(コイルバネ)にした状態を示す図である。FIGS. 5A and 5B are views showing a state in which the connecting and fixing members of both the supporting device and the scaffold main body are elastic bodies (coil springs). 図6は、支持装置および足場本体の双方の連結固定部材を弾性体(コイルバネ)にした状態を示す図である。FIG. 6 is a diagram illustrating a state in which the connecting and fixing members of both the support device and the scaffold main body are elastic bodies (coil springs).

本発明の支持装置において、さらに、筋交いを含み、前記筋交いの一端は、前記支柱の上端部と連結し、前記筋交いの他端は、前記支柱と隣接する支柱の下端部と連結し、前記筋交いは、前記隣接する支柱間の対角線距離の変化に応じて変形可能であることが好ましい。   In the support device of the present invention, the brace further includes a brace, one end of the brace is connected to the upper end of the column, the other end of the brace is connected to the lower end of the column adjacent to the column, and the brace Is preferably deformable in accordance with a change in diagonal distance between the adjacent struts.

前記筋交いは、二つの線状部材の端部同士が回動可能な状態で連結されたものであることが好ましい。ただし、本発明において筋交いの構造は限定されず、他の構造であってもよい。   The bracing is preferably such that the ends of the two linear members are connected in a rotatable state. However, the bracing structure is not limited in the present invention, and other structures may be used.

本発明において、前記連結弾性体は、例えば、バネであることが好ましい。なお、本発明において、前記連結弾性体は、バネに限定されず、例えば、ゴム等のような別の弾性体であってもよい。   In the present invention, the connecting elastic body is preferably a spring, for example. In the present invention, the connecting elastic body is not limited to a spring, and may be another elastic body such as rubber.

前記足場本体が、前記連結固定部材により前記免震構造物に連結固定可能であることが好ましい。   It is preferable that the scaffold main body can be connected and fixed to the seismic isolation structure by the connection fixing member.

前記支持装置および前記足場本体を免震構造物に連結固定する双方の連結固定部材は、すくなくとも一方が、弾性体であることが好ましい。前記弾性体としては、ゴム、コイルバネ等が好ましい。   It is preferable that at least one of the connecting and fixing members for connecting and fixing the support device and the scaffold main body to the seismic isolation structure is an elastic body. The elastic body is preferably rubber, a coil spring or the like.

つぎに、本発明について、例を挙げて説明する。ただし、本発明は、以下の説明により、なんら限定されない。図1から図6に、本発明の支持装置の一例と、前記支持装置を用いた免震足場の一例を示す。図1から図6において、同一部分には同一符号を付している。   Next, the present invention will be described with examples. However, the present invention is not limited at all by the following description. 1 to 6 show an example of a support device of the present invention and an example of a seismic isolation scaffold using the support device. 1 to 6, the same parts are denoted by the same reference numerals.

図1AからCは、前記支持装置1に足場本体(外部仮設構造体)2を搭載した免震足場を、免震構造物3に設置した状態を側面方向から見た図であり、図2AからCは、正面から見た図である。図1および図2において、Aは、免震構造物3の揺れが無い状態を示し、Bは、矢印で示すように、免震構造物3が図面の左方向に揺れた状態を示し、Cは、矢印で示すように、免震構造物3が図面の右方向に揺れた状態を示す。図1AからCに示すように、免震構造物3は、免震装置4上に配置されており、免震装置4により地震の揺れを緩和することができる。   FIGS. 1A to 1C are views of the seismic isolation scaffold in which the scaffold main body (external temporary structure) 2 is mounted on the support device 1 as viewed from the side when the seismic isolation structure 3 is installed. C is a view from the front. 1 and 2, A shows a state where the seismic isolation structure 3 is not shaken, B shows a state where the seismic isolation structure 3 is shaken in the left direction of the drawing, as indicated by an arrow, and C Indicates a state in which the seismic isolation structure 3 sways in the right direction of the drawing as indicated by an arrow. As shown in FIGS. 1A to 1C, the seismic isolation structure 3 is disposed on the seismic isolation device 4, and the seismic isolation device 4 can mitigate earthquake shaking.

図1および図2に示すように、前記支持装置1は、支持板11と、複数の支柱12と、地面固定部材13と、バネ(連結弾性体)14と、筋交い15と、連結固定部材16とから構成されている。支持板11は、その上面に足場本体2を載せて支持している。前記複数の支柱12の各上端部は、前記バネ14を介して、前記支持板11の下面に連結されている。前記複数の支柱12の各下端部は、前記バネ14を介して前記地面固定部材13に連結されている。前記地面固定部材13は、地面5に固定されている。また、前記支持板11は、その側部において前記連結固定部材16によって前記免震構造物3に連結固定されている。同様に、足場本体2も、前記連結固定部材16によって前記免震構造物3に連結固定されている。   As shown in FIGS. 1 and 2, the support device 1 includes a support plate 11, a plurality of support columns 12, a ground fixing member 13, a spring (connection elastic body) 14, a brace 15, and a connection fixing member 16. It consists of and. The support plate 11 supports the scaffold main body 2 on its upper surface. Each upper end portion of the plurality of support columns 12 is connected to the lower surface of the support plate 11 via the spring 14. Each lower end portion of the plurality of support columns 12 is connected to the ground fixing member 13 through the spring 14. The ground fixing member 13 is fixed to the ground 5. Further, the support plate 11 is connected and fixed to the seismic isolation structure 3 by the connection fixing member 16 at the side portion thereof. Similarly, the scaffold body 2 is also connected and fixed to the seismic isolation structure 3 by the connecting and fixing member 16.

前記筋交い15の一端は、前記支柱12の上端部と連結し、前記筋交い15の他端は、前記支柱12と隣接する支柱12の下端部と連結し、2本の筋交い15によって、クロス状態で、隣接する2本の支柱12が連結している。前記筋交い15は、図3に示すように、上部線状部材15Aと下部線状部材15Bの端部同士がピン18によって回動可能な状態で連結されたものであり、この構造によって、前記筋交い15は、前記隣接する支柱12間の対角線距離の変化に応じて変形可能である。図3Aは、上部線状部材15Aと下部線状部材15Bが屈曲した状態を示し、図3Bは、上部線状部材15Aと下部線状部材15Bが直線状になった状態を示す。   One end of the brace 15 is connected to the upper end portion of the support column 12, and the other end of the brace 15 is connected to the lower end portion of the support column 12 adjacent to the support column 12. , Two adjacent struts 12 are connected. As shown in FIG. 3, the brace 15 is formed by connecting ends of the upper linear member 15 </ b> A and the lower linear member 15 </ b> B by a pin 18 so that the brace can be rotated. 15 can be deformed in accordance with a change in the diagonal distance between the adjacent struts 12. 3A shows a state where the upper linear member 15A and the lower linear member 15B are bent, and FIG. 3B shows a state where the upper linear member 15A and the lower linear member 15B are linear.

図1および図2に示すように、隣接する2本の支柱12間において、上端部同士は、支柱連結具17Aにより連結され、中央部同士は、支柱連結具17Cにより連結され、下端部同士は、支柱連結具17Bにより連結されている。   As shown in FIG. 1 and FIG. 2, between two adjacent struts 12, the upper ends are coupled by a column coupling 17 </ b> A, the central portions are coupled by a column coupling 17 </ b> C, and the lower ends are Are connected by a column connector 17B.

図4は、図1Bに示すように、免震構造物3が図面の左方向に揺れた状態の支柱12の上端部および支柱12の下端部の構造を示す図である。図4Aに示すように、支柱連結具17Bの端部と筋交い15の下部線状部材15Bの端部が、支柱12の下端部の板材にピン18で回動可能な状態で連結している。また、図4Bに示すように、支柱連結具17Aの端部と筋交い15の上部線状部材15Aの端部が、支柱12の上端部の板材にピン18で回動可能な状態で連結している。さらに、図4には示していないが、支柱連結具17Cは、ピンにより支柱12の中央部に回動可能な状態で連結している。これら図4AとBに示すように、免震構造物3が揺れた場合は、その揺れ方向に応じてバネ14が変形して支柱12が傾き、この支柱12の傾きに応じて、筋交い15が変形することが可能で、かつ支柱連結具17AからCも支柱12の傾きに対応することが可能である。   FIG. 4 is a view showing the structure of the upper end portion of the support column 12 and the lower end portion of the support column 12 in a state where the seismic isolation structure 3 is shaken in the left direction of the drawing as shown in FIG. 1B. As shown in FIG. 4A, the end portion of the support column connector 17 </ b> B and the end portion of the lower linear member 15 </ b> B of the brace 15 are connected to the plate material at the lower end portion of the support column 12 by a pin 18. Further, as shown in FIG. 4B, the end portion of the support post 17A and the end portion of the upper linear member 15A of the brace 15 are connected to the plate material at the upper end portion of the support post 12 so as to be rotatable by a pin 18. Yes. Further, although not shown in FIG. 4, the column connector 17 </ b> C is connected to the center portion of the column 12 by a pin so as to be rotatable. As shown in FIGS. 4A and 4B, when the seismic isolation structure 3 is shaken, the spring 14 is deformed according to the shaking direction and the column 12 is inclined, and according to the inclination of the column 12, the brace 15 is It is possible to deform, and the column couplers 17A to 17C can also correspond to the inclination of the column 12.

図1BおよびC並びに図2BおよびCに示すように、地震の際に、免震構造物3が揺れた場合は、免震構造物3の揺れと連動して本発明の支持装置1が変形して動くことができ、かつ、足場本体2も免震構造物3の揺れと連動して動くことができるので、足場が壊れることがなく安全である。   As shown in FIGS. 1B and C and FIGS. 2B and C, when the seismic isolation structure 3 is shaken during an earthquake, the support device 1 of the present invention is deformed in conjunction with the shaking of the seismic isolation structure 3. Since the scaffold body 2 can also move in conjunction with the shaking of the seismic isolation structure 3, the scaffold is safe without breaking.

次に、図5および図6において、免震構造物3に対し、コイルバネ(弾性体)の連結固定部材161により、支持装置1および足場本体2が連結固定されている状態を示す。図5(A)は、連結固定部材を除く他は、図1(A)と同じであり、図5(B)は、連結固定部材を除く他は、図4(B)と同じである。図6は、免震建物(免震構造物)3に対し、支持装置1および足場本体2の双方がコイルバネ(連結固定部材)161により連結固定されている状態の全体を示す図である。図5および図6に示すように、コイルバネ(連結固定部材)161により、支持装置1および足場本体2が免震構造物3に連結固定されていれば、地震が発生して免震構造物3が大きく揺れたとしても、自動車のショックアブソーバーと同様の原理により、免震構造物3の水平加速度を低減することができ、足場本体2からの人および資材の落下を防止することが可能となる。   Next, FIGS. 5 and 6 show a state where the support device 1 and the scaffold body 2 are connected and fixed to the seismic isolation structure 3 by a connection fixing member 161 of a coil spring (elastic body). FIG. 5A is the same as FIG. 1A except for the connecting and fixing member, and FIG. 5B is the same as FIG. 4B except for the connecting and fixing member. FIG. 6 is a diagram showing an entire state in which both the support device 1 and the scaffold main body 2 are connected and fixed to the base isolation building (base isolation structure) 3 by a coil spring (connection fixing member) 161. As shown in FIGS. 5 and 6, if the support device 1 and the scaffold main body 2 are connected and fixed to the seismic isolation structure 3 by the coil spring (connection fixing member) 161, an earthquake occurs and the seismic isolation structure 3. Even if it is greatly shaken, the horizontal acceleration of the seismic isolation structure 3 can be reduced and the fall of people and materials from the scaffold body 2 can be prevented by the same principle as the shock absorber of an automobile. .

以上、本発明について、支持装置1に足場本体2を搭載した免震足場について説明した。ただし、本発明は足場に限定されず、その他の外部仮設構造体にも適用できる。また、本発明の実施形態において、例えば、本ばね支持構造は常に上下動が発生している場所において、計測機器あるいは撮影機器を設置し、安定的な計測および撮影が可能な架台としても利用可能である。   As described above, the seismic isolation scaffold in which the scaffold body 2 is mounted on the support device 1 has been described. However, the present invention is not limited to the scaffold, and can be applied to other external temporary structures. In the embodiment of the present invention, for example, the spring support structure can be used as a gantry capable of stable measurement and photographing by installing a measuring device or a photographing device in a place where the vertical movement is always generated. It is.

以上、説明したとおり、本発明によれば、作業現場で発生するホコリやゴミの影響を受けることなく、免震構造物と一緒に動くことができる支持装置およびそれを用いた免震足場を提供できる。本発明によれば、高層ビルおよびタワーマンションのような免震構造物の外壁補修工事等において、足場も免震可能であるから、地震時の安全性に優れるとともに、ホコリおよびゴミに起因するメインテナンスが不要であるため効率的かつ経済的でもある。   As described above, according to the present invention, a support device that can move together with a base isolation structure without being affected by dust and dust generated at a work site, and a base isolation scaffold using the support device are provided. it can. According to the present invention, since the scaffolding can be seismically isolated in the repair work of the outer wall of seismic isolation structures such as high-rise buildings and tower apartments, it is excellent in safety at the time of earthquake and maintenance due to dust and garbage. Is also efficient and economical.

1 支持装置
2 足場本体(外部仮設構造体)
3 免震構造物
4 免震装置
5 地面
11 支持板
12 支柱
13 地面固定部材
14 連結弾性体(バネ)
15 筋交い
15A 上部線状部材
15B 下部線状部材
16 連結固定部材
17A,B,C 支柱連結具
18 ピン
161 連結固定部材(弾性体)
1 Supporting device 2 Scaffolding body (external temporary structure)
3 Seismic Isolation Structure 4 Seismic Isolation Device 5 Ground 11 Support Plate 12 Post 13 Ground Fixing Member 14 Connecting Elastic Body (Spring)
15 Bracing 15A Upper linear member 15B Lower linear member 16 Connection fixing member 17A, B, C Post connection tool 18 Pin 161 Connection fixing member (elastic body)

Claims (8)

免震構造物用の外部仮設構造体を支持する支持装置であって、
支持板と、複数の支柱と、地面固定部材と、連結弾性体と、連結固定部材とを含み、
前記支持板は、その上面に前記外部仮設構造体を載せて支持可能であり、
前記複数の支柱の各上端部が、前記連結弾性体を介して、前記支持板の下面に連結されており、
前記複数の支柱の各下端部が、前記連結弾性体を介して前記地面固定部材に連結されており、
前記支持板が、前記連結固定部材によって前記免震構造物に固定可能である
ことを特徴とする支持装置。
A support device for supporting an external temporary structure for a seismic isolation structure,
Including a support plate, a plurality of support columns, a ground fixing member, a connecting elastic body, and a connecting fixing member;
The support plate can be supported by placing the external temporary structure on its upper surface,
Each upper end of the plurality of support columns is connected to the lower surface of the support plate via the connection elastic body,
Each lower end portion of the plurality of support columns is connected to the ground fixing member via the connection elastic body,
The support device, wherein the support plate can be fixed to the seismic isolation structure by the connecting and fixing member.
さらに、筋交いを含み、
前記筋交いの一端は、前記支柱の上端部と連結し、前記筋交いの他端は、前記支柱と隣接する支柱の下端部と連結し、
前記筋交いは、前記隣接する支柱間の対角線距離の変化に応じて変形可能である
ことを特徴とする請求項1記載の支持装置。
Including braces,
One end of the brace is connected to the upper end portion of the strut, and the other end of the brace is connected to the lower end portion of the strut adjacent to the strut,
The support device according to claim 1, wherein the bracing is deformable in accordance with a change in diagonal distance between the adjacent struts.
前記筋交いは、二つの線状部材の端部同士が回動可能な状態で連結されたものであることを特徴とする請求項2記載の支持装置。 The support device according to claim 2, wherein the bracing is formed by connecting ends of two linear members in a rotatable state. 前記連結弾性体が、バネであることを特徴とする請求項1から3のいずれか一項に記載の支持装置。 The support device according to any one of claims 1 to 3, wherein the connecting elastic body is a spring. 前記連結固定部材が、弾性体であることを特徴とする請求項1から4のいずれか一項に記載の支持装置。 The support device according to claim 1, wherein the connection fixing member is an elastic body. 免震構造物用の免震足場であって、
請求項1から5のいずれか一項に記載の支持装置の支持板の上に、足場本体が搭載されており、
前記支持装置が前記連結固定部材により前記免震構造物に連結固定されることによって、
前記免震構造物の動きと連動して動くことが可能な免震足場。
A base isolation scaffold for a base isolation structure,
The scaffold main body is mounted on the support plate of the support device according to any one of claims 1 to 5,
The support device is connected and fixed to the seismic isolation structure by the connection fixing member,
A seismic isolation scaffold capable of moving in conjunction with the motion of the base isolation structure.
前記足場本体が、前記連結固定部材により前記免震構造物に連結固定可能である請求項6記載の免震足場。 The seismic isolation scaffold according to claim 6, wherein the scaffold main body can be connected and fixed to the base isolation structure by the connection fixing member. 前記連結固定部材が、弾性体であることを特徴とする請求項7記載の免震足場。

The seismic isolation scaffold according to claim 7, wherein the connection fixing member is an elastic body.

JP2018042422A 2017-03-13 2018-03-08 Support device and seismic isolation scaffolding using it Active JP7076702B2 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP2017047386 2017-03-13
JP2017047386 2017-03-13

Publications (2)

Publication Number Publication Date
JP2018150795A true JP2018150795A (en) 2018-09-27
JP7076702B2 JP7076702B2 (en) 2022-05-30

Family

ID=63681397

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2018042422A Active JP7076702B2 (en) 2017-03-13 2018-03-08 Support device and seismic isolation scaffolding using it

Country Status (1)

Country Link
JP (1) JP7076702B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020158992A (en) * 2019-03-25 2020-10-01 株式会社テイエム技建 Connecting members and seismic isolation scaffolding using them

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52167218U (en) * 1976-06-11 1977-12-19
JPH07217187A (en) * 1994-01-26 1995-08-15 Penta Ocean Constr Co Ltd Folding scaffolding
JP2002004571A (en) * 2000-06-23 2002-01-09 Taisei Corp External scaffold support structure for base-isolated structures
JP2003004097A (en) * 2001-06-19 2003-01-08 Ishikawajima Harima Heavy Ind Co Ltd Horizontal 2-axis seismic isolation device for steel structures
US20140059951A1 (en) * 2009-09-10 2014-03-06 Alessandro Balducci Structural protection system for buildings

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52167218U (en) * 1976-06-11 1977-12-19
JPH07217187A (en) * 1994-01-26 1995-08-15 Penta Ocean Constr Co Ltd Folding scaffolding
JP2002004571A (en) * 2000-06-23 2002-01-09 Taisei Corp External scaffold support structure for base-isolated structures
JP2003004097A (en) * 2001-06-19 2003-01-08 Ishikawajima Harima Heavy Ind Co Ltd Horizontal 2-axis seismic isolation device for steel structures
US20140059951A1 (en) * 2009-09-10 2014-03-06 Alessandro Balducci Structural protection system for buildings

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020158992A (en) * 2019-03-25 2020-10-01 株式会社テイエム技建 Connecting members and seismic isolation scaffolding using them
JP7296575B2 (en) 2019-03-25 2023-06-23 株式会社テイエム技建 Connecting member and seismic isolation scaffolding using the same

Also Published As

Publication number Publication date
JP7076702B2 (en) 2022-05-30

Similar Documents

Publication Publication Date Title
CN102498253A (en) Building structure protection system
KR102028865B1 (en) Ceiling type seismic impact buffer unit
US10352058B2 (en) Rigid sub structure damping system and method for protecting structures subjected to dynamic forces
TWI417443B (en) Seismically stable flooring
JP4241592B2 (en) Vibration control structure of suspended ceiling
JP6809136B2 (en) Seismic isolation structure
CN103572831A (en) Function-recoverable giant frame structure containing variable rigidity suspension vibration damping substructure
JP2018150795A (en) Support device and seismic isolation scaffold using the same
IT201800002453A1 (en) ANTI-SEISMIC DEVICE
CA2930193C (en) Polygonal seismic isolation systems
CN215564817U (en) Three-dimensional anti-seismic steel structure factory building structure
JP6383533B2 (en) Seismic retrofit method for existing buildings
JP6862057B2 (en) Building stigma displacement suppression structure
CN118498675A (en) Super-high cantilever beam structure and quick construction process
JP7296575B2 (en) Connecting member and seismic isolation scaffolding using the same
JP3666040B2 (en) 3D seismic isolation device
JP3088773U (en) Earthquake house protection structure
JP3205920U (en) Seismic isolation equipment for buildings and bridges
JP2001207675A (en) Damping construction method incorporating damping structure and damping device
JP2008240290A (en) Seismic isolation device and construction method of seismic isolation device
JP6532012B2 (en) Earthquake shelter structure
Marshall et al. The performance of low-rise industrial facilities in the 2010 Haiti and 2011 Christchurch, New Zealand earthquakes
CN212224272U (en) A double-limbed lattice column
JP6696744B2 (en) Suspended ceiling reinforcement structure
JP5713514B1 (en) Isolation device

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20210303

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20211224

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20220105

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20220124

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20220405

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20220502

R150 Certificate of patent or registration of utility model

Ref document number: 7076702

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250