JP6476379B1 - Seismic control, seismic isolation control device and components - Google Patents

Seismic control, seismic isolation control device and components Download PDF

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JP6476379B1
JP6476379B1 JP2017195946A JP2017195946A JP6476379B1 JP 6476379 B1 JP6476379 B1 JP 6476379B1 JP 2017195946 A JP2017195946 A JP 2017195946A JP 2017195946 A JP2017195946 A JP 2017195946A JP 6476379 B1 JP6476379 B1 JP 6476379B1
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捷雄 佐藤
捷雄 佐藤
三由紀 黒川
三由紀 黒川
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捷雄 佐藤
捷雄 佐藤
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Abstract

【課題】地震災害時による地震動抑制に対して有効で有りながら構造が簡単で支柱施工部材をジョイント式にし多様化出来る要に部材を地震動回動抑制使用する制震、免震回動抑制装置部材を提供する。【解決手段】部材で円柱状中が空道である外側ケース17と内側ケース7の空道14が有り中に複数本バネ13A配置し戻り用とし大きいバネ18付一次地震動回動抑制部有り、内側ケース7と回動抑制主軸コア部2A台に空道8の中と上下に複数本バネ11配置し二次地震動回動抑制部と、中心シャフト部ゼンマイ9-10上下有り、中間にセンサー11Aが有り、内側ケー ス7上部に 支柱取替施工1Aが出来る、制震、免震回動抑制装置部材と組み込まれる。【選択図】図1[PROBLEMS] To provide seismic control and seismic isolation control devices that are effective in suppressing seismic motion due to earthquake disasters, but have a simple structure and can be diversified by making the column construction members joint-type. I will provide a. A plurality of springs 13A are arranged in the presence of an outer case 17 in which a cylindrical shape is an empty road and an empty road 14 of an inner case 7, and there is a primary earthquake motion rotation suppressing portion with a large spring 18 for return. A plurality of springs 11 are arranged in the upper and lower sides of the airway 8 on the inner case 7 and the rotation suppression spindle core portion 2A, and there is a secondary earthquake motion rotation suppression portion and a central shaft spring 9-10 up and down, and a sensor 11A in the middle. There is a built-in seismic control and seismic isolation control device that can be used to replace the pillar 1A in the upper part of the inner case 7. [Selection] Figure 1

Description

発明の詳細な説明Detailed Description of the Invention

本発明は、建築物、建設物の制震、免震回動抑制装置と部材に関する。   The present invention relates to a building, a structure seismic control, a seismic isolation rotation suppressing device and a member.

近年・大きな規模の地震が多発し、地震が発生した場合、家屋や建築物等の倒壊による人的被害及び経済的な被害が発生している、地震による被害を防ぐ各種構造の制震、免震装置の提案がいそがれる。 In recent years, many large-scale earthquakes have occurred, and when earthquakes occur, human and economic damage has occurred due to the collapse of houses and buildings, etc. A proposal for a seismic device is urged.

従来からの、技術分野は地震動などからの建物を支柱周り保護が固定保護支柱が多い。対象部材間を連結するダンパー用鋼板が破断した場合であっても、一対の相対変位を規制することを可能にした特許文献有りまず。   Conventionally, in the technical field, there are a lot of fixed protection pillars that protect buildings around the pillars from earthquake motion. There is no patent document that makes it possible to regulate a pair of relative displacements even when the damper steel plate connecting the target members is broken.

従来技術の、支柱台周り施工の土台振動回動免震装着にはゴム製弾性体と土台振動回動制止する部材を別々に使用している、支柱台周り前記土台振動を回動抑制する、部材を一個にまとめた地震動抑制部材の支柱製品が待たれている。建築物、建設物の鋼材部材の再生化が少ない、組立施工物を壊して、再生している、壊さないで組立施工を替え、地震に強い建築物、建設物、再生出来る組立施工方法のシステム化する素材、部材の開発急がれる。 In the prior art, the base vibration rotation seismic isolation of the construction around the support base uses a rubber elastic body and a member that suppresses the base vibration rotation separately, and suppresses the base vibration around the support base. A pillar product of seismic motion control member, which is a single member, is awaited. System for building and construction that can withstand earthquakes, buildings and constructions that can be rebuilt by changing the assembly work without breaking and regenerating the assembly work. There is an urgent need for the development of materials and components that can be transformed.

特開2015−166528号公報Japanese Patent Laying-Open No. 2015-166528

建築物の耐震設計は横揺れ幅の力と上下地震動に対して対抗、柱補強梁補強増設建物の倒壊は横揺れの力で耐震思想と耐震技術は耐震設計を推進する上で不可分の関係に関してわ、予測が難しい将来の地震動に対してどの程度の強さの地震動を想定して耐震設計を行うべきか、最大地震動に対してどの程度の塑性変形(損傷)を許容してよいか、建物周辺の地形、地盤構造などの局所的影響をどのように耐震設計に取り込んで行くか、経年に伴う老朽化や建物の耐震性能をいかに向上させるか、など制震、免震装置部材作りが課題とされる。   Seismic design of buildings counteracts the roll width force and vertical vibrations, column collapsed beam reinforced building collapses roll force, and seismic ideas and techniques are inseparable in promoting seismic design Wow, how strong earthquake motion should be assumed for future earthquake motion that is difficult to predict, how much plastic deformation (damage) should be allowed for maximum earthquake motion, building It is necessary to make seismic control and seismic isolation equipment components such as how to incorporate local influences such as the surrounding topography and ground structure into seismic design, how to improve aging and seismic performance of buildings over time It is said.

地震動対策に制震、免震構造にするため解決しようとする問題点は、地震動を支柱、梁で破壊から、守る損傷を少なくする方法が少ない、支柱建築物で壊れにくい、再生の出来る建築材の取付部品の製作が出来るか、地震動を制御する回動抑制装置と制震装置、支柱、梁、取付部材を製作し、支柱に装備する事で建築物の倒壊する事をふせぐ、制震、免震回動抑制装置、で解決しようとする。 The problem to be solved in order to make seismic vibration control a seismic control and seismic isolation structure is that there are few ways to reduce the damage that protects the earthquake motion from destruction by pillars and beams, less damage by pillar structures, and recyclable building materials If you can manufacture the mounting parts of the above, manufacture the rotation control device and the vibration control device that controls the seismic motion, the column, the beam, the mounting member, and equip the column to prevent the building from collapsing . Try to solve with a seismic isolation rotation suppression device.

制震部材として円柱状で中が空間である、外側ケース17と、前記外側ケースと同心軸である円柱状の中内側ケース7を、外側ケース17内に一次回動抑制空間部14を有して設置し、前記一次回動抑制空間部14に一次回動抑制空間部バネ13Aを設ける、前記外側ケース17と内側ケース7の同心軸上に上部回動抑制太バネ18設置した、前記外側ケース17と内側ケース7の同心軸位置にとの間の空間8にバネ2を設置し、前記外側ケース17と内側ケース7及び回動抑制主軸コア部マウント台2Aと前記二次回動抑制主軸コア部マウント台2Aと内側ケース7との間の二次回動抑制空間部8に二次回動抑制バネ2を設置する、二次回動抑制主軸コアー連結部台27は、二次回動抑制主軸コアー部マウント台2Aと連通回動抑制跨嵌板6に載せ突き上げ調整を付ける、内側ケース7の回動抑制に中間部に外側ケース17内側切欠き部が有り、上下当たり止めとして回動抑制当たり止めバネ台11と支柱上下当たり止め台24として、支柱の地震動抑制する事を備える制震回動抑制装置50からなる制震、免震回動抑制装置 An outer case 17 having a cylindrical shape and a space as a vibration damping member, and a cylindrical inner and inner case 7 having a concentric axis with the outer case, and a primary rotation suppression space portion 14 in the outer case 17 The outer case, in which the primary rotation suppression space portion 14 is provided with a primary rotation suppression space portion spring 13A, and the upper rotation suppression thick spring 18 is installed on the concentric shaft of the outer case 17 and the inner case 7. A spring 2 is installed in a space 8 between the outer casing 17 and the concentric shaft position of the inner case 7, and the outer case 17, the inner case 7, the rotation suppression spindle core portion mounting base 2 A, and the secondary rotation suppression spindle core portion. The secondary rotation suppression main spindle core connecting portion base 27 in which the secondary rotation suppression spring 2 is installed in the secondary rotation suppression space 8 between the mount base 2A and the inner case 7 is a secondary rotation suppression main axis core portion mounting base. 2A and communication rotation restraint on the straddle plate 6 There is a notch in the outer case 17 in the middle part to suppress the rotation of the inner case 7 to adjust the lifting, and as a stopper for the rotation, the stopper block 11 for the rotation suppression and the stopper stopper 24 for the column An anti-seismic and seismic isolation rotation suppressing device comprising an anti-seismic rotation suppression device 50 provided with seismic motion suppression .

前記一次回動抑制空間部バネ13A及び二次回動抑制バネ2は一次、二次回動抑制空間部14、8で一対のつばを有する円筒状の管で有る外バネカップ16のつば部を対向させ、該外のバネカップ16の内側に摺動内バネカップ16Aが収納され、二次回動抑制主軸コア部2Aに設置した回動抑制主軸ボルト部1の上部に回動センサー11Aが地震動測定記録が付、上部ゼンマイ式バネ9、下部ゼンマイ式バネ10が回動抑制主軸ボルト部1の振動を抑えるので接続されていて、内側ケース7下部土台と底板3が下部回動抑制柱下バネ28でで接続されている事を備える、制震、免震回動抑制装置 The primary rotation suppression space spring 13A and the secondary rotation suppression spring 2 are opposed to the flange portions of the outer spring cup 16 which is a cylindrical tube having a pair of flanges in the primary and secondary rotation suppression space portions 14, 8. A sliding inner spring cup 16A is housed inside the outer spring cup 16, and a rotation sensor 11A is attached to the upper part of the rotation suppression spindle bolt part 1 installed in the secondary rotation suppression spindle core part 2A. The mainspring spring 9 and the lower spring spring 10 are connected to suppress vibration of the rotation suppressing main spindle bolt 1, and the lower base of the inner case 7 and the bottom plate 3 are connected by a lower rotation suppressing column lower spring 28. Seismic control and seismic isolation rotation suppression device .

前記制震回動抑制装置50の上部の四面に取付け、十字式の板バネ35を複数枚重ねるバネ先端に取付けた上側四面スタビライザー34と、該上側四面スタビライザー34とボール・ジョイント42接続するロッド36の下端にボール・ジョイント42が接続し、下端ロアーアーム48に連結した、四面に付く、下側四面スタビライザー34Aは取付部にヒネり調整付と、一端を連結調整ロッド36上端にボールジョイント42接続し土台振動回動受けるバネ付ショクアプソーバー37と保護太バネ38と、振動回動四面方向圧縮バネ44とを備えた制震、免震回動抑制装置。The upper four-surface stabilizer 34 is attached to the top four surfaces of the vibration control rotation suppressing device 50 and is attached to the tip of a spring where a plurality of cruciform leaf springs 35 are stacked, and the rod 36 connecting the upper four-surface stabilizer 34 and the ball joint 42. The ball joint 42 is connected to the lower end of the lower end of the lower side arm 48 and the lower four-surface stabilizer 34A is attached to the lower surface of the lower arm 48. An anti-seismic and seismic isolation rotation suppression device including a spring-loaded shock absorber 37 that receives base vibration rotation, a protective thick spring 38, and a vibration rotation four-surface compression spring 44.

前記制震回動抑制装置50をその内部に装着する、上部に柱の取替式支柱取付台21が付き、下部に角度調整の出来る角度台取付ボルト穴19が付く、角形制震装置取付調整台33Aを備えた、制震、免震回動抑制装置。The seismic vibration control device 50 is installed in the interior, the column-replaceable column mounting base 21 is attached to the upper part, and the angle base mounting bolt hole 19 that can adjust the angle is attached to the lower part. Seismic control and seismic isolation rotation suppression device equipped with a base 33A.
角形制震装置取付調整台33Aとする、内側に重着した制震回動抑制装置50の取付は外に制震装置台保護材74が有り、その外側に重着した角形制震装置取付調整台33Aは重着の為に振動強度が上がり支柱の使用に対応する角形制震装置取付調整台33Aを備える、制震、免震回動抑制装置。  The installation of the vibration control device 50, which is attached to the inner side of the vibration control device 50A, is attached to the inner side of the vibration control device 50. The base 33A is an anti-seismic and seismic isolation rotation suppression device provided with a square anti-seismic device mounting adjustment base 33A that increases the vibration intensity due to heavy wear and supports the use of a column.

本発明においては制震回動抑制装置部材50としての、支柱は梁、桁、束、土台に使用すると支柱損傷を少なくし、かつ建物の倒壊防止に貢献出来る部材として、倒壊に対応して、角形制震装置取付調整台33Aは使用時の角形と丸形支柱材の交換が使用が出来る、制震回動抑制装置部材50の支柱取付に部材の部分取替施工が出来、在来建物も簡単に取付が出来る、建築物、建設物の地震動に対して制震装置として広い範囲の使用として、優れた効果を出す。 In the present invention, as a vibration suppression rotation suppressing device member 50, a column is used for a beam, a girder, a bundle, a foundation, reduces the column damage, and can contribute to prevention of collapse of the building, corresponding to collapse, The square damping device mounting adjustment base 33A can be used to replace the square and round column material when in use, and can be used to replace the member for the column mounting of the damping control device 50. It can be easily installed and has excellent effects as a wide range of use as a vibration control device against earthquake vibration of buildings and structures.

制震、免震回動抑制装置部材として建物の支柱繋ぎと、土台周りに取付施工出来る、支柱、土台の戻り装置が一個で地震動抑制部材として働く、使用期間の長い耐久性が有り長い期間使用出来る、建築物、建設物に幅広く、応用出来る。   As a seismic control and seismic isolation rotation suppression device member, it can be attached and installed around the base, and a single support device and a return device for the base work as a seismic motion suppression member. Can be applied widely to buildings and constructions.

地震動抑制部材として支柱の制震回動抑制装置50取付部材とし木材、化学材、鋼材部材の組み合わせで免震回動抑制装置43付け耐久性有る支柱製品が作れ再生使用出来る部材として使用、中心部ボルト部4、に回動センサー11Aを装着し地震動の測定記録が出来る装置として建物の変化とコストの低減化が図れる。   As a seismic motion restraining member, a seismic rotation restraining device 50 as a mounting member as a mounting member, it can be used as a reusable member that can be made and reusable with a seismic isolation restraining device 43 in combination with wood, chemical material, steel material As a device capable of measuring and recording seismic motion by attaching the rotation sensor 11A to the bolt part 4, it is possible to reduce changes in buildings and costs.

制震回動抑制装置部材、側面断面図Seismic control device, side sectional view 制震装置支柱取付上部台部、上面断面図Seismic control device support mounting base, top view 制震装置下部繋ぎ台、下面断面図Lower part of vibration control device, bottom cross-sectional view 柱取付台、つなぎ部材、断面側面図Pillar mount, connecting member, cross-sectional side view 振動抑制バネ装置取付部、側面断面図Vibration suppression spring device mounting part, side sectional view 免震回動抑制装置部材、作動前と作動中、側面断面図Seismic isolation control device, before and during operation, side cross-sectional view 免震回動抑制装置部材、上面断面図Seismic isolation rotation restraint member, top view 角台制震装置装着取付台、側面図Mounting base for corner base damping device, side view 丸形、制震装置支柱取付け式台、上面断面図Round shape, damping device column mounting base, top view 角形、制震装置支柱取付け式台、上面断面図Square, seismic control device column mounting table, top sectional view 支柱先端上下固定カバー、側面図Top / bottom fixed cover, side view 8角台形繋ぎH台、側面図Octagonal trapezoidal connection H, side view 8面I形、V形、L形つなき台形加工支柱繋ぎ部材、側面図8-sided I-shaped, V-shaped, L-shaped connecting trapezoidal processing strut connecting members, side view 台形内制震回動抑制装置部材支柱つなぎ部材、側面図Trapezoidal anti-seismic rotation suppression device member strut connecting member, side view 加工材支柱先端合わせカバー上下、支柱固定カバー、側面図Workpiece prop end alignment cover top and bottom, prop fixing cover, side view 8角式台形内加工支柱取付施工部材、支柱受け台、側面図Eight-sided trapezoidal processing pillar mounting construction member, pillar pedestal, side view 制震抑制装置付加工支柱先端つなぎ部材、側面図Processing strut tip connecting member with vibration control device, side view 8角方向制震装置組付け八面支柱台部材、上面図Octagonal vibration control device assembly 8-sided column base material, top view 斜倒角組立部材支柱台連結取付部材、側面図Tilt-down angle assembly member Post mount connecting member, side view 8角方向斜倒角組立材支柱取付台部材、側面図Octagonal inclined angle assembly material column mounting base, side view 8角方向斜倒角角度調整台部材、上面断面図Octagonal tilt angle adjustment base member, top sectional view

発明を実施するため形態Mode for carrying out the invention

以下に、本発明の実施形態を添付図面を参照して詳細に説明する。図1、ないし図5は本発明に係る、制震回動抑制装置50として実施形態を示す概念図であり、円柱状で中が空洞である、外側ケース17と、前記外側ケース17と同心軸である円柱状の内側ケース7を設置し、外側ケース17と内側ケース7の間一次回動抑制空間部14に空間を有して設置し、一次回動抑制空間部バネ13Aを設置し、前記外側ケースと内側ケースの同心軸に二次回動抑制主軸コアー部マウント台2Aを設け、前記二次回動抑制主軸コアー部マウント台2Aと内側ケース7との間の空間に二次回動抑制バネ2を設置し、前記外側ケースと内側ケース及び回動抑制主軸コアー部マウント台2Aはボルト部とし図5は、空間部に8.14に振動回動抑制バネを用意した、空間部8、14バネを左右対称にバネカップ16が埋設、空間部の地震動抑制材として自由に回動抑制をする、バネカップ16の内側に摺動するカップ16Aが付く、埋設されていることを特徴する回動抑制材と、中心部を振動回動抑制する、二次回動抑制主軸コアー部マウント台2Aがボルト4に付き、外側ケース17と内側ケース7の空間部にバネカップ16で一次地震動抑制する、振動空間部上下に回動抑制材バネカップ16を8角方向に複数本上下に取付る、回動振動を抑制する、二次地震動抑制する、二次回動抑制主軸コアー部マウント台2A、二次回動抑制バネ部2は、8角方向上下に複数本のバネ2設置し二次地震動抑制材とする、ボルト4上部に回動センサー11Aで地震動の測定をする、上下ゼンマイ式バネ9、10が取り付け振動回動抑制する、上下回動振動抑制用と中心部位置に戻る部材として設置する事で、突き上げる三次回動振動を抑制として、連通回動振動跨嵌板6は下部にバネを複数本取付する、二次地震動を上下回動振動抑制と、外側ケース17上部に太バネ複数本上部に付く、振動空間部を元の隙間に戻すバネとする、一次地震動抑制部として外側ケース17に二カ所当たり止め式に11、24突起付いている、図2は、外側ケース17上部のA-A’制震装置支柱周りにバネ式扇形12が複数本取付する、ゴミ、水分入れない、減勢する、図4は、上部各柱取付部に支柱取替用台23が設置する、上部に各交換加工支柱台21が複数ボルトで取付出来る、図3は、外側ケース底3部が有り底板3が合わせ外側ケース17を固定する、制震回動抑制装置底板部材3を取替式支柱取付する事を備える。 Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings. FIG. 1 to FIG. 5 are conceptual diagrams showing an embodiment as a seismic rotation suppressing device 50 according to the present invention, a cylindrical case and a hollow inside, and an outer case 17 concentric with the outer case 17. The cylindrical inner case 7 is installed, and a space is provided in the primary rotation suppression space 14 between the outer case 17 and the inner case 7, and a primary rotation suppression space spring 13A is installed, A secondary rotation suppression spindle core part mounting base 2A is provided on the concentric shaft of the outer case and the inner case, and a secondary rotation suppression spring 2 is provided in the space between the secondary rotation suppression spindle core part mounting base 2A and the inner case 7. The outer case, the inner case, and the rotation restraining spindle core part mounting base 2A are bolt parts, and FIG. Spring cup 16 is buried symmetrically, A rotation restraining material characterized by being embedded and having a cup 16A that slides inside the spring cup 16 that freely restrains rotation as an inter-earthquake motion suppressing material, and a center portion that suppresses vibration rotation The secondary rotation suppression main spindle core part mounting base 2A is attached to the bolt 4, and the primary cup is suppressed by the spring cup 16 in the space part of the outer case 17 and the inner case 7, and the rotation suppression material spring cup 16 is vertically divided into eight corners. Mounted vertically in the direction, suppresses rotational vibration, suppresses secondary seismic motion, suppresses secondary rotation, main shaft core part mount base 2A, and secondary rotation suppressor spring part 2 includes a plurality of vertically rotating The spring 2 is installed as a secondary seismic vibration suppression material. The seismic motion is measured by the rotation sensor 11A on the upper part of the bolt 4. The vertical springs 9 and 10 are attached to suppress the vibration rotation. Part that returns to the position In order to suppress the tertiary rotational vibration that pushes up, the communicating rotational vibration straddle plate 6 has a plurality of springs attached to the lower part, suppresses the secondary seismic vibration, and suppresses the vertical rotational vibration, and thickens the upper part of the outer case 17. As shown in FIG. 2, the outer case 17 is attached to the outer case 17 as a primary seismic motion restraining portion in a two-point stop type as a spring attached to the upper part of the plurality of springs to return the vibration space portion to the original gap. A plurality of spring-type fan-shaped 12 are mounted around the upper AA 'damping device struts, no dust or moisture can be put in, or de-energized. FIG. to each replacement processing strut base 21 to the top can be mounted in multiple bolts 3 secures the the combined outer case 17 bottom plate 3 three section outer casing bottom there, the vibration control rotation suppressor bottom plate member 3 Prepare to install replaceable struts.

請求項1および2記載の部材を使用した、 免震回動抑制装置の作動は地震動時の回動抑制する仕組みは自動で建物の土台を元の位置に戻す回動抑制装置として図6免震回動抑制装置と、図7の土台取付作動の仕組みは、十字式板バネ35の先端部に上側四面スタビライザー34先端部にボール・ジョイント42に取付け、連結調整ロッド36で繋ぐ式です、四個組付けのジョイントとして十字式板バネ35の先端取付部と上側四面スタビライザー34、先端と連結調整ロッド36先端とバネ付ショクアプソーバー37先端取付部がセットになっている、下側部には、バネ付ショクアプソーバー37は免震回動抑制装置台43の四隅に複数固定です、連結調整ロット36は四隅に縦に付き、下側はボール・ジョイント42がロアーアーム48の先端に付くボール・ジョイント42、下側四面スタビライザー34Aは取付部にヒネリ調整付と、四隅取付ロアーアーム48の中間に左右対称にホールジョイント42でスタビライザー34A先端が四隅のロアーアーム48中間に付く下側スタビライザー34Aて押圧し、ゆっくり戻る作用をする。地振動回動を受ける上部と下部は十字式板バネ35とバネ付ショクサブソーバー37は戻り用として作動する、上部振動回動四面方向圧縮バネ44は、振動回動四面方向にシリンダ式圧縮バネを装備44を使用し作動の振動回動を抑え、動きを小さくし地振動回動抑制し戻り装置とする、免震回動抑制装置台43材の、中心部に装着した、制震回動抑制装置50の小刻み地震動を制御する、回りの動きを大きくする部材と中心部の小刻み地震動を抑えて、元の位置に戻り安くする組付けにした、建物の土台の下部に十字式板バネ35と振動回動四面方向圧縮バネ44と上下スタビライザー34、34Aとバネ付ショクアプソーバー37と制震回動抑制装置50で回りの地震動回動抑制をした免震回動抑制装置と小型に構成した、免震作用を発揮させ、元の位置に戻る免震動回動抑制装置とする。 Using claims 1 and 2 wherein the members, FIG. 6 seismic isolation mechanism is in operation suppresses rotation during ground motion seismic isolation rotation suppression apparatus as a pivot reduction device to return to the original position the foundation of the building automatically The mechanism of the rotation restraining device and the base mounting operation of FIG. 7 is a type in which the tip of the cross-shaped leaf spring 35 is attached to the ball joint 42 at the tip of the upper four-side stabilizer 34 and is connected by the connection adjusting rod 36. As the assembly joint, the tip mounting portion of the cross-shaped plate spring 35 and the upper four-side stabilizer 34, the tip, the connecting adjustment rod 36 tip, and the spring-loaded shock absorber 37 tip mounting portion are set. A plurality of spring-loaded shock absorbers 37 are fixed to the four corners of the seismic isolation rotation restraint base 43, the connection adjustment lot 36 is vertically attached to the four corners, and the ball joint 42 is the lower arm 48 on the lower side. Ball joint 42 attached to the end, the lower tetrahedron stabilizer 34A is lower stabilizer and with twisting adjusting the mounting portion, the stabilizer 34A tip hole joints 42 symmetrically to the middle of the four corners mounting lower arm 48 is attached to the lower arm 48 intermediate the four corners Presses 34A and slowly returns. The upper and lower parts subjected to the ground vibration rotation operate as a cross-shaped leaf spring 35 and a spring-loaded shock sub-sober 37, and the upper vibration rotation four-side compression spring 44 is a cylinder-type compression spring in the vibration rotation four-side direction. Suppressing the vibration rotation of the operation using the equipment 44, reducing the movement and suppressing the ground vibration rotation to make the return device, the seismic isolation rotation suppression device base 43 material, which is mounted in the center, the vibration control rotation controlling the wiggle ground motion suppression device 50, by suppressing wiggle ground motion of the members and the center portion to increase the movement around and the assembly of cheaper returns to its original position, the cross type plate spring at the bottom of the foundation of the building 35, a vibration rotation four-surface compression spring 44, upper and lower stabilizers 34, 34A, a spring-loaded shock absorber 37, and a seismic rotation suppression device 50 that suppresses the rotation of the seismic motion around the device, and a compact configuration. Seismic isolation Is, the seismic vibration rotation suppression device returns to its original position.

請求項4地震動抑制とし制震回動抑制装置50を支柱に使用出来、丸形、角形の取付施工出来る機能を有して支柱組み付ける部材として使用出来る、図8は、継ぎ手と仕口は支柱繋ぎ丸形図9として、図10は角形の中に丸形を備える、にそれぞれ柱、梁支柱、束、桁、に取付建築物の振動回動を抑制し支柱の繋ぎにする、制震装置取付する取替式支柱取付台21、図15、と図17の支柱繋ぎ支柱として付く、木材、化学材、鋼材として未来の建築物、建設物に使用出来る支柱の組み替え式材とする材料として開発取付できる、組立部材とし図14、図16は、8角方向台形繋ぎ上下板材は図12のH台を使用し支柱台部材を組付けする、梁用としての斜倒角台つなぎ調整87部材は、19図のように合体組付け方法か出来る、図13は使用にI形、V形、T形、L形8角方向調整台形繋ぎ台を組み替えて支柱取付台周り施工が出来る、支柱台周り施工と、柱に制震回動抑制装置50部材を使用し図11は、先端つなぎ部材として上下カバーを咬止部材とし組付使用する事で強固にし、水や湿気を防ぐ、支柱繋ぎに使用することで、取替を用意にし破壊、倒壊を少なくし、解体工事を簡素化する特徴を部材としたものである。 Claim 4 The seismic motion suppression device 50 can be used as a strut for suppressing seismic motion, and can be used as a member for assembling the strut with the function of being able to mount and install round and square shapes. As a round figure, Fig. 10 has a round shape in the square, and is attached to the pillars, beam pillars, bundles, girders, respectively, to suppress the vibration rotation of the building and to connect the pillars. replacement type strut mount 21, attached as struts connecting strut 15, and 17, the development timber, chemical materials, building future as steel, as a material for the recombinant expression member of the strut which can be used in the construction thereof FIGS. 14 and 16 show an octagonal trapezoidal connection and upper and lower plate members using the H base in FIG. 12 and a support base member assembling member. , 19 can be combined and assembled as shown in FIG. The I-type, V-type, T-type, and L-type octagonal adjustable trapezoidal connection bases can be rearranged to install around the pole mounting base, and the vibration control device 50 is used for the pillar. 11, the upper and lower covers as distal joint member to firmly by using with assembly and咬止member prevents water or moisture, by using the post joint, fracture to provide a replacement, to reduce the collapse The features that simplify the dismantling work are members.

図1おいて制震回動抑制装置50を地震動抑制での使用で建築、建設技術を地震に対する変革する事を進める事ができる、建築、建設資材の制震装置の部材での使用で、災害を少なくする事の技術発明が急がれる、支柱、梁支柱、束、桁と先端支柱につなぎ部材として使用、建築物、建設物の橋柱土台部、振動抑制材、緩和支柱材、地震動抑制部材として使用する事が出来る、制震回動抑制装置部材使用することで破壊、倒壊防止をなくするための備えとした部材の開発が急がれる。 Architecture Figure 1 Oite Damping rotation suppressing device 50 in use in a ground motion suppression, the construction technology can advance that transform against earthquakes, architecture, the use of a member of the vibration control apparatus of the construction materials, disaster Technical inventions to reduce urgent use, struts, beam struts, bundles, girders and connecting struts as a connecting member, buildings, bridge pillar foundations of buildings, vibration suppression materials, mitigation strut materials, seismic motion control The development of a member that can be used as a member and that is prepared to eliminate destruction and collapse prevention is urgently required.

1 回動抑制主軸ボルト部
1A 制震装置加工材支柱組付け台
2 二次回動抑制バネ部
2A 二次回動抑制主軸コアー部マウント台
3 制震回動抑制装置底板
4 ボルト調整ナット
5 支柱取付台ボルト、穴
6 連通回動抑制跨嵌板
7 内側ケース
8 二次回動抑制空間部
9 主軸上部ゼンマイ式バネ
10 主軸下部ゼンマイ式バネ
10A センサースイッチ配線
11 上下当たり止め空間バネ台
11A 回動センサー
12 回動抑制空間部扇形板
13 回動抑制軸空間部扇バネ用
13A 一次回動抑制空間部バネ
14 一次回動抑制空間部
15 上部柱取付調整ロック、ナット
16 バネカップ
16A摺動内バネ
17 合わせ外側ケース
18 上部回動抑制太バネ
19 角度台取付ボルト穴
20 支柱つなぎボルト部
21 取替式支柱取付台
22 キー締め付けボルト穴
23 支柱取付ボルト穴
24 上下当たり受け止台
25 支柱台咬止連結ボルト、キー溝
26 外側合わせ締め付けボルト、穴
27 二次回動抑制コアー連結部台
28 下部回動抑制柱板下バネ
29 角形制震装置調整ボルト穴
30 太バネ下部摺動台
31 支柱台調整楕円ワッシャー
32 丸形底台合わせ取付ボルト
33 丸形、角形耐震箱取付ボルト、ダボ、キー
33A 角形制震装置取付調整台
34 上側四面スタビライザー
34A下側四面スタビライザー
35 十字式板バネ
36 連結調整ロッド
36A 丸形制震回動抑制装置下部取付ボルト
37 バネ付ショクアプソーバー
38 太バネ
39 太バネ上部摺動台
40 水平移動圧縮シリンダー台
41 上下部ゼンマイ式バネ
42 ボール・ジョイント
43 免震回動抑制装置台
44 振動回動四面方向圧縮バネ
45 四面方向圧縮移動台
46 レベル調整ボルト部材
47 十字板押え板バネ台
48 ロアーアームA.B
49 ロアーアーム台
50 制震回動抑制装置
51 支柱下部調整取付台ボルト穴
52 繋ぎ止め保護台ピン、ボルト
53 縦支柱丸形、角形制震装置取付台
54 合わせ板制震装置調整キー溝、ボルト
56 梁用V形組立切り取り線
57 梁用I形組立切り取り線
58 8角台形繋ぎ板支柱台
59 斜倒角台繋ぎ上下板調整穴台
60 つなぎ板調整台取付穴
61 台形板繋ぎ上板下板H台
62 斜塔角支柱外側調整台
63 支柱繋ぎ合わせ上部材
64 支柱繋ぎ部ボルト穴
65 支柱合わせつなぎ部咬止上部下部材
66 支柱繋ぎ合わせ下部材
67 支柱つなぎ材取付ボルト、キー
68 太ねじ取替支柱つなぎ台
69 支柱取替式つなぎ簡単取付台
70 支柱繋ぎ固定溝キー、杭、ダボ
71 支柱つなぎ部組付けキー、ダボ、ボルト
72 台形繋ぎ板支柱調整台
73 台形繋ぎ調整組付け板
74 制震装置台保護材
75 台形繋ぎ板調整台穴
76 台形上下板咬止調整支柱台
77 繋ぎ台取付ボルト
78 支柱の内部セメント部
79 支柱の内部、鋼材、鉄金
80 支柱材組付け合わせ部
81 支柱先端当たり弾性体部
82 斜倒角8角繋ぎ支柱調整台
83 斜塔角8角支柱調整繋ぎ台
84 鉄筋コンクリート抑え台
85 8角方向内側ケース支柱調整台
86 8角方向外側繋ぎ調整台
87 斜塔角組付繋ぎ止め調整台
88 斜倒角台繋ぎ部咬止台
1 Rotation restraint spindle bolt
1A Seismic control device work material support assembly
2 Secondary rotation suppression spring
2A Secondary rotation restraint spindle core mount base
3 Seismic vibration control device bottom plate
4 Bolt adjustment nut
5 Prop mounting bolts, holes
6 Communication rotation restraint straddle plate
7 Inner case
8 Secondary rotation suppression space
9 Mainspring spring main spring
10 Mainspring lower spring spring
10A sensor switch wiring
11 Top and bottom stop space spring stand
11A rotation sensor
12 Rotation suppression space fan plate
13 Rotation restraint shaft space fan spring
13A Primary rotation restraint space spring
14 Primary rotation suppression space
15 Upper column mounting adjustment lock, nut
16 Spring cup
16A sliding inner spring
17 Matching outer case
18 Upper rotation restraining thick spring
19 Angle base mounting bolt hole
20 Supporting bolt part
21 Replaceable column mounting base
22 Key tightening bolt hole
23 Prop mounting bolt hole
24 cradle per top and bottom
25 Prop base biting connection bolt, keyway
26 Outer alignment tightening bolt, hole
27 Secondary rotation suppression core connection base
28 Lower rotation restraint pillar plate lower spring
29 Square damping device adjustment bolt hole
30 Thick spring lower slide
31 Prop base adjustment ellipse washer
32 Round base mounting bolts
33 Round, square seismic box mounting bolts, dowels, keys
33A Square control device mounting adjustment base
34 Upper four-sided stabilizer
34A lower four-sided stabilizer
35 Cross-shaped leaf spring
36 Linking adjustment rod
36A Round Seismic Vibration Suppression Device Lower Mounting Bolt
37 SHOCKUP SOBER WITH SPRING
38 Thick Spring
39 Thick spring upper slide
40 Horizontally moving compression cylinder base
41 Upper / lower spring spring
42 Ball joint
43 Seismic isolation rotation control device stand
44 Vibration rotation four-side compression spring
45 Four-surface compression table
46 Level adjustment bolt member
47 Cross plate presser leaf spring
48 Lower Arm AB
49 Lower arm base
50 Seismic control device
51 Bottom adjustment mounting bolt hole
52 Protection guard pin and bolt
53 Round vertical column and square damping device mounting base
54 Matching plate damping device adjustment keyway, bolt
56 V-shaped assembly cut line for beams
57 I-shaped assembly cut line for beams
58 Octagonal trapezoidal connecting plate support
59 Tilt-down corner base connection upper and lower plate adjustment hole base
60 Connecting plate adjustment base mounting hole
61 trapezoidal board upper board lower board H stage
62 Leaning tower corner column outer adjustment stand
63 Upper member connecting struts
64 Column connection bolt holes
65 Prop. Alignment joint biting upper lower member
66 Lower member connecting struts
67 Prop tie material mounting bolt, key
68 Thick screw replacement support stand
69 Easily mountable support stand
70 Prop tie fixing groove key, pile, dowel
71 Prop tie part assembly key, dowel, bolt
72 Trapezoidal connecting plate support adjustment stand
73 Trapezoidal connection adjustment assembly plate
74 Seismic control device protective material
75 Trapezoidal connecting plate adjustment stand hole
76 Trapezoidal top and bottom plate biting adjustment support stand
77 Connecting stand mounting bolt
78 Internal cement part of prop
79 Inside struts, steel, iron and gold
80 Post material assembly part
81 Elastic body part per prop end
82 Tilting angle adjustment base for connecting 8 diagonal angles
83 Leaning tower corner octagonal strut adjustment linkage
84 Reinforced concrete restraint
85 octagonal inner case column adjustment stand
86 octagonal outside connection adjustment stand
87 Leaning Tower Corner Assembly Adjusting Table
88 Oblique corner stand joint stop

Claims (4)

制震部材として円柱状で中が空間である外側ケース17と、前記外側ケース17と同心軸である円柱状で中が空間の内側ケース7を、外側ケース17内に一次回動抑制空間部14を有して設置し、前記一次回動抑制空間部14に一次回動抑制空間部バネ13Aを設け、上部に回動抑制太いバネ18設置した、前記外側ケース17と内側ケース7の同心軸位置に二次回動抑制主軸コア部マウント台2Aを設け、前記二次回動抑制主軸コア部マウント台2Aと内側ケース7との間の二次回動抑制空間部8に二次回動抑制バネ2を設置する、二次回動抑制主軸コアー連結部台27は、二次回動抑制主軸コアー部マウント台2Aと連通回動抑制跨嵌板を載せ付ける、内側ケース7の回動抑制に中間部に外側ケース17内側切欠き部が有り、上下当たり受け止めとして回動抑制当たり止めバネ台11と支柱上下当たり受け止め台24で、支柱の地震動抑制する事を備える制震回動抑制装置50からなる制震、免震回動抑制装置 An outer case 17 having a cylindrical shape and a space as a damping member, a columnar inner case 7 having a concentric axis with the outer case 17, and a primary rotation suppression space portion 14 in the outer case 17. installing a, the one next to the dynamic suppression space 14 is provided an order dynamic suppression space spring 13A, installed rotated suppressed thick spring 18 to the upper, coaxially position of the outer casing 17 and inner casing 7 Is provided with a secondary rotation suppression spindle core portion mounting base 2A, and a secondary rotation suppression spring 2 is installed in the secondary rotation suppression space portion 8 between the secondary rotation suppression spindle core portion mounting base 2A and the inner case 7. The secondary rotation restraining main spindle core connecting part base 27 is mounted on the intermediate case 7 in the middle of the outer case 17 to restrain the rotation of the inner case 7 on which the secondary rotation restraining main spindle core part mounting base 2A and the communication rotation restraining straddle plate are mounted. There is a notch, catching up and down The anti-seismic and anti-seismic rotation suppression device comprising the anti-vibration rotation suppression device 50 provided to suppress the seismic motion of the column with the rotation suppression stop stopper spring 11 and the column vertical contact table 24 . 前記一次回動抑制空間部バネ13A及び二次回動抑制バネ2は、一次、二次回動抑制空間部14、8で一対のつばを有する円筒状の管で有る外バネカップ16のつば部を対向させ、該外バネカップ16の内側に摺動内バネカップ16Aが収納され、二次回動抑制主軸コア部2Aに設置した回動抑制主軸ボルト部1の上部に回動センサー11Aが付、上部ゼンマイ式バネ9、下部ゼンマイ式バネ10が回動抑制主軸ボルト部1で接続されていて、内側ケース7下部土台と底板3が下部回動抑制柱下バネ28で接続されている事を備える、請求項1記載の制震、免震回動抑制装置。The primary rotation suppression space portion spring 13A and the secondary rotation suppression spring 2 are opposed to the flange portions of the outer spring cup 16 that is a cylindrical tube having a pair of flanges in the primary and secondary rotation suppression space portions 14, 8. A sliding inner spring cup 16A is housed inside the outer spring cup 16, and a rotation sensor 11A is attached to the upper portion of the rotation suppression main shaft bolt portion 1 installed in the secondary rotation suppression main shaft core 2A. The lower spring spring 10 is connected by a rotation restraining main spindle bolt portion 1, and the inner case 7 lower base and the bottom plate 3 are connected by a lower rotation restraining column lower spring 28. Seismic control, seismic isolation rotation suppression device. 前記制震回動抑制装置50の上部の四面に取付け、十字式の板バネ35を複数枚重ねるバネ先端に取付けた上側四面スタビライザー34と、該上側四面スタビライザー34とボールジョイント42接続するロッド36の下端にボールジョイント42接続し、下側のロアーアーム48に連結した、四面に付く下側四面スタビライザー34Aと、一端を連結調整ロッド36上端にボールジョイント42接続し土台振動回動受けるバネ付ショクアプソーバー37と、保護太バネ38と、振動回動四面方向圧縮バネ44とを備えた請求項1又は2記載の制震、免震回動抑制装置。 An upper four-side stabilizer 34 attached to the top of the four surfaces of the vibration control rotation suppressing device 50 and attached to the tip of a spring in which a plurality of cross-shaped leaf springs 35 are stacked, and a rod 36 connected to the upper four-side stabilizer 34 and the ball joint 42. A four-sided lower stabilizer 34A connected to the lower joint 48 and connected to the lower arm 48 at the lower end, and a spring-loaded shock absorber with one end connected to the ball joint 42 at the upper end of the connecting adjustment rod 36 and receiving the base vibration. The seismic damping and seismic isolation rotation suppressing device according to claim 1, comprising: 37, a protective thick spring 38, and a vibration rotation four-surface compression spring 44. 前記制震回動抑制装置50をその内部に装着する、上部に柱の取替式支柱取付台21が付き、下部に角度調整の出来る角度台取付ボルト穴19が付く、角形制震装置取付調整台33Aを備えた請求項1又は2記載の制震、免震回動抑制装置。The seismic vibration control device 50 is installed in the interior, the column-replaceable column mounting base 21 is attached to the upper part, and the angle base mounting bolt hole 19 that can adjust the angle is attached to the lower part. The seismic isolation and seismic isolation rotation suppression device according to claim 1 or 2, comprising a base 33A.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113081278A (en) * 2021-04-07 2021-07-09 哈尔滨医科大学 Orthopedics positioning robot base with shock-absorbing function
CN114541608A (en) * 2022-03-22 2022-05-27 青岛盈鑫建设集团有限公司 Adjustable vibration damping mount of assembly type structure

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JPH10339351A (en) * 1997-06-05 1998-12-22 Nisso:Kk Base isolating device for structure
JP3921418B2 (en) * 2002-06-28 2007-05-30 株式会社大林組 Anti-locking device for buildings

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10339351A (en) * 1997-06-05 1998-12-22 Nisso:Kk Base isolating device for structure
JP3921418B2 (en) * 2002-06-28 2007-05-30 株式会社大林組 Anti-locking device for buildings

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113081278A (en) * 2021-04-07 2021-07-09 哈尔滨医科大学 Orthopedics positioning robot base with shock-absorbing function
CN114541608A (en) * 2022-03-22 2022-05-27 青岛盈鑫建设集团有限公司 Adjustable vibration damping mount of assembly type structure
CN114541608B (en) * 2022-03-22 2024-05-03 九易庄宸科技(集团)股份有限公司 Adjustable shock-absorbing base of assembled building

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