JP3138457U - Seismic reduction device for small buildings - Google Patents

Seismic reduction device for small buildings Download PDF

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JP3138457U
JP3138457U JP2007007377U JP2007007377U JP3138457U JP 3138457 U JP3138457 U JP 3138457U JP 2007007377 U JP2007007377 U JP 2007007377U JP 2007007377 U JP2007007377 U JP 2007007377U JP 3138457 U JP3138457 U JP 3138457U
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building
damper
fixing
sheet
fixing sheet
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蘇人傑
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蘇 人傑
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Abstract

【課題】小型建築物の減震装置の構造を提供する。
【解決手段】
本考案は主にダンパー及び固定台によって構成する小型建築物の減震装置であり、該ダンパーは外シリンダー及びピストンを含み、該外シリンダーの末端及びピストンの先端は結合端である。固定台は第一固定シート及び第二固定シートによって構成し、第一固定シート及び第二固定シートの結合端に軸を通すことで軸ポイントを形成する。第一固定シート及び第二固定シートの外側端にそれぞれ凸翼を設置し、ダンパーの結合端は凸翼と対応し、軸を介してダンパーをその間に設置する。また、固定台を建築物の梁、柱の曲がり角のところに固定することで、有効的に建築物の構造が地震エネルギーにより変位、変形を緩衝する。
【選択図】 図4
A structure of a vibration reduction device for a small building is provided.
[Solution]
The present invention is a vibration reduction device for a small building mainly composed of a damper and a fixed base. The damper includes an outer cylinder and a piston, and the end of the outer cylinder and the tip of the piston are coupling ends. The fixing base is constituted by a first fixing sheet and a second fixing sheet, and an axis point is formed by passing a shaft through a coupling end of the first fixing sheet and the second fixing sheet. Convex wings are installed at the outer ends of the first fixed sheet and the second fixed sheet, respectively, and the coupling end of the damper corresponds to the convex wing, and the damper is installed between them via a shaft. In addition, by fixing the fixed base at the corners of the beams and pillars of the building, the structure of the building is effectively buffered against displacement and deformation by seismic energy.
[Selection] Figure 4

Description

本考案は小型建築物の減震装置の構造に関し、特に経済的且つ小型の地震減震装置の構造に関する。コストが低く、設置が便利且つメンテナンスしやすいメリットを具有する。主に油圧のダンパーとジョイントにより建築物の梁、柱の曲がり角に固定し、地震のエネルギーによる建築物の構造が変位、変形するのを有効的に和らげる。   The present invention relates to the structure of a vibration reduction device for a small building, and more particularly to the structure of an economical and small earthquake vibration reduction device. It has the advantages of low cost, convenient installation and easy maintenance. Mainly fixed at the corners of beams and pillars of buildings by hydraulic dampers and joints, effectively relieving the displacement and deformation of buildings due to the energy of earthquakes.

地震地帯に位置する国家或いは区域では、地震が命や財産を脅かすことに対し、恐れとやるせなさを深く感じる。地震が発生するとき、地層の変動により地表が変位し、該移動するエネルギーが建築物の構造に影響を与える。
仮に建築物の強度が震動により発生するエネルギーを抵抗するのに不足する場合、建築物の構造は破壊される。ダメージが軽い場合は亀裂して変形し、重い場合は倒壊する。よって如何にして地震が建築物に対し発生する破壊を低くし、或いは無くすのかは、各界が力を入れて研究している重要な課題である。地震のエネルギーを無くすことを目的とする装置や設備は多種デザインされ発明されているが、それらの装置はほぼエネルギーを吸収或いは転移する緩衝部品を含む。建築物が震動を受けたときに、破壊されやすい構造の部分、或いは結合体の建築用地のくいに該装置を設置する。上述の緩衝部品として広く使用されているのはスプリング、ゴム製品或いは油圧気圧シリンダーなどのダンパーである。例えば台湾特許申請案第144963号「建築物用液圧タイプの緩衝シート」、特許申請案第365269号の「建築物震動吸収構造」などがある。しかし、該特許申請案が示すのは比較的大型のエネルギー消去デザインである。当該装置の構造は比較的複雑であり、且つ建築物施行する前に設計の企画或いは建築物の設置場所を事前に決めなければならず、コストが高く、設置困難など様々な問題がある。本考案の対象は、木造建築物、階数の少ない小型建築物であり、経済型、小型化の地震減震装置を提供し、コストが低く、設置が便利且つメンテナンスしやすいメリットを具有する。台湾特許申請案第M259811の「建築物避震装置」(図1を参照)は主に油圧ダンパー10及び二つのジョイント11によって構成する。該油圧ダンパー10の両端をそれぞれジョイント11に接続し、該二つのジョイント11はそれぞれ建築物の梁、柱の曲がり角に固定する。仮に地震が発生し、梁、柱が変位変形する際、該油圧ダンパー10は二つのジョイント11の固定により、油圧ダンパー10が緩衝エネルギーを発生し、地震の震動により建築物の梁、柱の構造を破壊するのを緩衝する。
In the country or area located in the earthquake zone, I feel deeply intimidated and fearless when the earthquake threatens life and property. When an earthquake occurs, the earth's surface is displaced by changes in the strata, and the moving energy affects the structure of the building.
If the strength of the building is insufficient to resist the energy generated by the vibration, the structure of the building is destroyed. If the damage is light, it will crack and deform, and if it is heavy, it will collapse. Therefore, how to reduce or eliminate the damage that earthquakes cause to buildings is an important issue that each field is investigating. Various devices and equipment aimed at eliminating the energy of earthquakes have been designed and invented, but these devices include a shock absorbing component that absorbs or transfers energy substantially. When the building is subjected to vibrations, the device is installed on a part of a structure that is easily destroyed or on a building site of a combined building. A damper such as a spring, a rubber product, or a hydraulic pressure cylinder is widely used as the above-described cushioning component. For example, there are Taiwan Patent Application No. 144963 “Hydraulic Buffer Sheet for Buildings” and Patent Application No. 365269 “Building Vibration Absorption Structure”. However, the proposed patent application shows a relatively large energy erase design. The structure of the apparatus is relatively complicated, and the design plan or the installation location of the building must be determined in advance before the building is put into practice, resulting in various problems such as high cost and difficulty in installation. The object of the present invention is a wooden building and a small building with a small number of floors, and provides an economical and miniaturized earthquake vibration reduction device, which has the advantages of low cost, convenient installation and easy maintenance. The Taiwanese patent application draft M259811 “Building seismic isolation device” (see FIG. 1) mainly comprises a hydraulic damper 10 and two joints 11. Both ends of the hydraulic damper 10 are connected to joints 11, respectively, and the two joints 11 are fixed to the corners of the beams and columns of the building, respectively. If an earthquake occurs and the beam and column are deformed and deformed, the hydraulic damper 10 generates buffer energy by fixing the two joints 11, and the structure of the beam and column of the building is generated by the earthquake vibration. Buffer the destruction.

上述の特許申請案「建築物避震装置」は確かに建築物の梁、柱の変形に対し、一定効果の牽制作用がある。しかし、建築物が震動による揺れが生じる際、建築物の梁、柱の曲がり角は横に移動する力が生じる(即ち図2が示すように梁、柱との間の横向きの力が生じる)。小型の建築物(特に梁、柱を止め金で作る木造ハウスを指す)に横向きの力が発生し、梁、柱の間が上向きに変位して変形する場合、該特許申請案「建築物避震装置」は、その方向に対し、牽制する力が不足するため、図3に示すように、梁が上向きに変位する。よって、該「建築物避震装置」の実際に小型建築物に対する地震エネルギー消去効果はなおも改善する必要があった。
台湾特許申請案第144963号明細書 台湾特許申請案第365269号明細書 台湾特許申請案第M259811号明細書
The above-mentioned patent application proposal “building seismic isolation device” certainly has a certain effect on the deformation of building beams and columns. However, when the building is shaken by vibration, the bending angle of the beam and column of the building generates a lateral movement force (that is, a lateral force is generated between the beam and the column as shown in FIG. 2). When a lateral force is generated in a small building (especially a wooden house where beams and columns are made of clasps) and the beam and columns are displaced upward and deformed, the proposed patent application `` Building avoidance '' Since the seismic device does not have enough restraining force in that direction, the beam is displaced upward as shown in FIG. Therefore, it was still necessary to improve the effect of eliminating the seismic energy of the “building seismic isolator” for a small building.
Taiwan patent application proposal No. 144963 specification Taiwan patent application proposal No. 365269 specification Taiwan patent application proposal No. M259811 specification

本考案の目的は、経済型小型化の地震減震装置を提供し、低いコスト、設置が便利且つメンテナンスしやすいメリットを持つ。特に地震エネルギーの梁と柱に働く横向きの力を消去し、減震の効果をアップすることを主な課題とする。   The object of the present invention is to provide an economical seismic vibration reduction device, which has the advantages of low cost, convenient installation and easy maintenance. In particular, the main task is to eliminate the lateral force acting on the beams and columns of seismic energy and improve the effect of seismic reduction.

前記課題を解決するために、本考案はダンパー及び固定台から構成されている。該ダンパーは外シリンダー及びピストンからなり、外シリンダーの末端及びピストンの先端が結合する。固定台は第一固定シート及び第二固定シートから構成し、第一固定シート及び第二固定シートの接続端は軸を通すことで軸ポイントを形成し、第一固定シート及び第二固定シートの外側端にそれぞれ凸翼を設け、ダンパーの接続端は凸翼に対応し、軸を介し、ダンパーをその間に設置する。固定台を建築物の梁、柱の間の曲がり角に固定することで、有効的に建築物の構造が地震エネルギーにより変位、変形するのを和らげる。   In order to solve the above problems, the present invention is composed of a damper and a fixed base. The damper comprises an outer cylinder and a piston, and the end of the outer cylinder and the tip of the piston are connected. The fixing base is composed of a first fixing sheet and a second fixing sheet, and the connecting ends of the first fixing sheet and the second fixing sheet form shaft points by passing the shaft, and the first fixing sheet and the second fixing sheet Convex wings are provided at the outer ends, respectively, and the connecting end of the damper corresponds to the convex wing, and the damper is installed between them via the shaft. By fixing the fixed base at the corners between the beams and pillars of the building, the structure of the building is effectively relieved from being displaced or deformed by the seismic energy.

本考案はダンパー及び固定台の設置により、特に地震エネルギーの梁と柱に働く横向きの力を消去し、減震の効果をアップすると同時に、低いコスト、設置が便利且つメンテナンスしやすいメリットを持つ。 The present invention has the advantage that the installation of the damper and the fixed base eliminates the lateral force acting on the beams and pillars of the seismic energy in particular and improves the effect of the vibration reduction, and at the same time has low cost, convenient installation and easy maintenance.

本考案による小型建築物の減震装置の構造を明確に示すために図に沿って詳細な説明を行う。図4に示すように、本考案は主にダンパー20及び固定台30によって構成される。ダンパー20(図4及び図5を参照)は外シリンダー21及びピストン22を含み、外シリンダー21内部に適切な圧力となるオイル或いは気体或いはその混合物を充填することで、ピストン22はゆっくりと作動する減衰力を具有する。該外シリンダー21の末端は結合端であり、結合穴23を設ける。ピストン22の上端は結合端であり、同じく結合穴24を設ける。   In order to clearly show the structure of the vibration reduction device for a small building according to the present invention, a detailed description will be given with reference to the drawings. As shown in FIG. 4, the present invention mainly includes a damper 20 and a fixed base 30. The damper 20 (see FIGS. 4 and 5) includes an outer cylinder 21 and a piston 22, and the piston 22 operates slowly by filling the outer cylinder 21 with oil, gas, or a mixture thereof at an appropriate pressure. Has a damping force. The end of the outer cylinder 21 is a coupling end, and a coupling hole 23 is provided. The upper end of the piston 22 is a coupling end, and a coupling hole 24 is also provided.

固定台30(図4、図5を参照)は第一固定シート31及び第二固定シート32によって構成される。該第一固定シート31及び第二固定シート32は同じ形状をしたシートであり、対称的に結合する。該第一固定シート31及び第二固定シート32の結合端に軸穴33を設け、二つの軸穴33に軸34を通すことで軸ポイントを形成し、第一固定シート31及び第二固定シート32はそれを介し角度を変えることができる。該軸34と軸穴33の間に弾力性のあるゴムリング35(或いはゴムパイプ)を設置することで、第一固定シート31及び第二固定シート32の間に適切な伸縮空間を具有する。該第一固定シート31及び第二固定シート32の外側それぞれに凸翼36を設け、凸翼36の上に穴37を設ける。ダンパー20の結合穴23、24は二つの穴37に対応し、軸38を介し、ダンパー20をその間に設置する。   The fixing base 30 (see FIGS. 4 and 5) is constituted by a first fixing sheet 31 and a second fixing sheet 32. The first fixed sheet 31 and the second fixed sheet 32 are sheets having the same shape, and are coupled symmetrically. A shaft hole 33 is provided at the coupling end of the first fixed sheet 31 and the second fixed sheet 32, and a shaft point is formed by passing the shaft 34 through the two shaft holes 33. The first fixed sheet 31 and the second fixed sheet 32 can change the angle through it. By installing an elastic rubber ring 35 (or rubber pipe) between the shaft 34 and the shaft hole 33, an appropriate expansion / contraction space is provided between the first fixed sheet 31 and the second fixed sheet 32. Convex wings 36 are provided on the outer sides of the first fixed sheet 31 and the second fixed sheet 32, and holes 37 are provided on the convex wings 36. The coupling holes 23 and 24 of the damper 20 correspond to the two holes 37, and the damper 20 is installed between them via the shaft 38.

図6に示すのは、上述の構造を介し、ダンパー20を固定台30に設置した後、固定台31の第一固定シート31及び第二固定シート32をそれぞれ建築物の針、柱の曲がり角に固定する。建築物の梁、柱の間にダンパー20の支えが増えることで、建築物の強度を補強する役割を具有する。ダンパー20に地震力によるエネルギーが注入されるとき、外シリンダー21の中に充填する媒質(オイル或いは気体或いはその混合体)が外力を緩衝する役割を果たすため、地震のエネルギーが遅滞し、地震力が建築物に与える破壊を消去或いは弛緩させる。   FIG. 6 shows that the first fixing sheet 31 and the second fixing sheet 32 of the fixing base 31 are set at the corners of the building needle and the pillar, respectively, after the damper 20 is installed on the fixing base 30 through the above-described structure. Fix it. It has a role to reinforce the strength of the building by increasing the support of the damper 20 between the beams and pillars of the building. When energy due to seismic force is injected into the damper 20, the medium (oil, gas or mixture thereof) filled in the outer cylinder 21 plays a role of buffering the external force, so that the seismic energy is delayed and the seismic force Eliminates or relaxes the destruction that the building gives to the building.

また、梁、柱が破壊されると、大幅に建築物構造の強度が下がり、構築材料同士の互いに支えあう力に問題が生じる。建築物減震領域の中で、地震力による梁、柱の接続ポイントの破壊を避けるのが、全体構造の中で一番重要である。本考案のベスト設置ポジションは建築物の梁、柱の曲がり角である。しかし、本考案の構造設置の制限が小さい上に組立が簡単であるため、ニーズに基づき梁(柱)と壁の間、或いは壁と床(天井)の間に設置することができる。また、梁、柱のジョイントが地震の破壊を受けやすいのは、木造建築が最も多い。木造建築が震動を受けて揺れている時、梁、柱の曲がり角は水平の横向き力が生じるため、梁が揺れている間に上向きに移行する。しかし、本考案の固定台30はL型の連結設計であり、梁、柱の間の上向きに変形するのを有効的に牽制する役割を具有する。よって、本考案のベスト使用箇所は木造建築である。レンガ造り或いはコンクリート構造の小型建築物にも使用することができ、同様に地震のエネルギーを分散し、構造の耐震力を高める目的に達する。更に、本考案の固定台30の軸34と軸穴33の間に弾力性のあるゴムリング35(或いはゴムパイプ)を設置することで、第一固定シート31及び第二固定シート32の間に適切な伸縮空間を具有し、該伸縮空間は地震エネルギーを緩衝する補助効果を提供する。   In addition, when beams and columns are destroyed, the strength of the building structure is greatly reduced, and a problem arises in the force of the building materials to support each other. It is most important in the whole structure to avoid the destruction of the connection points of beams and columns due to seismic forces in the area of earthquake reduction in buildings. The best installation position of the present invention is the corner of a building beam or column. However, since the structural installation restrictions of the present invention are small and the assembly is simple, it can be installed between a beam (column) and a wall or between a wall and a floor (ceiling) based on needs. In addition, wooden structures are the most common type of joint where beams and columns are susceptible to earthquake damage. When a wooden building is shaken due to vibration, the bending angle of beams and columns causes a horizontal lateral force, so that it moves upward while the beam is shaking. However, the fixed base 30 of the present invention has an L-shaped connection design and has a role of effectively restraining upward deformation between the beam and the column. Therefore, the best use place of the present invention is wooden construction. It can also be used for small buildings of brick or concrete structure, and similarly reaches the purpose of distributing seismic energy and increasing the seismic capacity of the structure. Furthermore, an elastic rubber ring 35 (or a rubber pipe) is installed between the shaft 34 and the shaft hole 33 of the fixing base 30 of the present invention, so that it is appropriate between the first fixing sheet 31 and the second fixing sheet 32. The elastic space has an auxiliary effect of buffering seismic energy.

本考案はダンパー20及び固定台30の構造により、小型建築物に設置する際、ダンパー20は地震エネルギーによる建築物の変位変形に対し、緩衝する効果を具有することで、地震による建築物の構造に対する破壊力を和らげると同時に、本考案は建築物の強度に対し、補強作用を具有する。以上の実施例による本考案の詳細な説明は本考案の範囲を制限するものではない。本技術に熟知する者は、固定構造の変更などの適当な変更および調整を行うことができ、これらの変更および調整を行っても本考案の重要な意義は失われず、本考案の範囲に含まれる。   In the present invention, the damper 20 and the fixed base 30 have a structure that, when installed in a small building, the damper 20 has a buffering effect against the displacement deformation of the building due to the seismic energy. At the same time, the present invention has a reinforcing effect on the strength of the building. The detailed description of the present invention according to the above embodiments does not limit the scope of the present invention. Those who are familiar with this technology can make appropriate changes and adjustments, such as changes in the fixing structure, and these changes and adjustments do not lose the significance of the present invention and are included in the scope of the present invention. It is.

公知建築物の耐震装置の構造図である。It is a structural diagram of the earthquake-proof device of a well-known building. 公知建築物の耐震装置の使用実施例(一)である。This is an example (1) of using a seismic device for a known building. 公知建築物の耐震装置の使用実施例(二)である。This is an example (2) of using a seismic device for a known building. 本考案の立体構造図である。It is a three-dimensional structure diagram of the present invention. 本考案の平面断面構造図である。It is a plane sectional structure figure of the present invention. 本考案の設置略図である。It is the installation schematic of this invention.

符号の説明Explanation of symbols

10 油圧ダンパー
11 ジョイントセット
20 ダンパー
21 外シリンダー
22 ピストン
23 結合穴
24 結合穴
30 固定台
31 第一固定シート
32 第二固定シート
33 軸穴
34 軸
35 ゴムリング
36 凸翼
37 穴
38 軸
10 Hydraulic damper
11 Joint set
20 damper
21 Outer cylinder
22 Piston
23 Joint hole
24 coupling holes
30 Fixed base
31 First fixing sheet
32 Second fixing sheet
33 Shaft hole
34 axes
35 Rubber ring
36 Convex wing
37 holes
38 axes

Claims (2)

ダンパー及び固定台を含み、
該ダンパーは外シリンダー及びピストンを含み、外シリンダー内に適切な圧力のオイル或いは気体或いはその混合体を充填することで、ピストンがゆっくりと作動する減衰力を具有し、該外シリンダーの末端は結合端であり、一つの結合穴を設け、ピストンの先端は結合端であり、一つの結合穴を設け、及び、
該固定台は第一固定シート及び第二固定シートによって構成し、第一固定シートと第二固定シートの結合端に軸穴を設け、二つの軸穴に軸を通すことで軸ポイントを形成し、第一固定シート及び第二固定シートの外側端にそれぞれ凸翼を設け、凸翼の上に穴を設け、ダンパーの結合穴は二つの穴に対応することができ、軸を介しダンパーをその間に設置することで、固定台を建築物の垂直及び水平の曲がり角のところに固定し、建築物がダンパーの支えにより、該強度を補強する役割に達し、該ダンパーが地震力を受けてエネルギーを注入するとき、外力に対し緩衝作用を働き、建築物に対する破壊をもたらす地震力を消去或いは弛緩することを特徴とする小型建築物の減震装置。
Including a damper and a fixed base,
The damper includes an outer cylinder and a piston. By filling the outer cylinder with oil or gas of a suitable pressure or a mixture thereof, the damper has a damping force for slowly operating the piston, and the end of the outer cylinder is coupled. An end, provided with one coupling hole, the tip of the piston is a coupling end, provided with one coupling hole, and
The fixing base is composed of a first fixing sheet and a second fixing sheet. An axial hole is formed at the coupling end of the first fixing sheet and the second fixing sheet, and an axial point is formed by passing the shaft through the two axial holes. The first fixed sheet and the second fixed sheet are provided with convex wings on the outer ends, holes are formed on the convex wings, and the coupling holes of the damper can correspond to two holes. By fixing the fixed base at the vertical and horizontal corners of the building, the building supports the strength by the support of the damper, and the damper receives energy from the seismic force. A seismic reduction device for a small building, which, when injected, acts as a buffer against external force and erases or relaxes the seismic force that causes destruction to the building.
前記固定台の軸と軸穴の間に弾性力のあるゴムリング或いはゴムパイプを設置することで、第一固定シート及び第二固定シートの間に、適切な伸縮空間を具有することを特徴とする請求項1記載の小型建築物の減震装置。   By installing a rubber ring or a rubber pipe having elasticity between the shaft of the fixing base and the shaft hole, an appropriate expansion / contraction space is provided between the first fixing sheet and the second fixing sheet. 2. A vibration reducing device for a small building according to claim 1.
JP2007007377U 2007-09-26 2007-09-26 Seismic reduction device for small buildings Expired - Fee Related JP3138457U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016089912A (en) * 2014-10-31 2016-05-23 千博産業株式会社 Vibration-proof device for structure
CN109024708A (en) * 2018-07-09 2018-12-18 天津城建大学 A kind of isolation mounting for building and subway upper cover vertical vibration isolation wave building structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016089912A (en) * 2014-10-31 2016-05-23 千博産業株式会社 Vibration-proof device for structure
CN109024708A (en) * 2018-07-09 2018-12-18 天津城建大学 A kind of isolation mounting for building and subway upper cover vertical vibration isolation wave building structure
CN109024708B (en) * 2018-07-09 2023-09-19 天津城建大学 Vibration isolation device for building and vertical vibration isolation swing building structure of subway upper cover

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