JP2013155593A - Structure of building brace - Google Patents

Structure of building brace Download PDF

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JP2013155593A
JP2013155593A JP2012031084A JP2012031084A JP2013155593A JP 2013155593 A JP2013155593 A JP 2013155593A JP 2012031084 A JP2012031084 A JP 2012031084A JP 2012031084 A JP2012031084 A JP 2012031084A JP 2013155593 A JP2013155593 A JP 2013155593A
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bifurcated
disc spring
compression device
spring compression
tension member
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Ryozo Ota
良三 太田
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Abstract

PROBLEM TO BE SOLVED: To provide a brace material which prevents deformation of column framing during earthquakes.SOLUTION: Belleville spring compression equipment 2 is incorporated into a brace material; a bifurcated tension member 12 with a protrusion for retaining a washer and a bifurcated tension member 14 with no protrusion are inserted into a central hole 8 of a belleville spring group 7; a cylindrical ring 16 is fixed to a terminal end of the bifurcated tension member 14 with no protrusion; and thus, the belleville spring compression equipment 2 is formed. When the belleville spring compression equipment 2 is incorporated into the brace material and pulled by an external force generated by earthquakes and the like, the tensile force is borne by a great pushing force of the belleville spring group 7 so that tilting of a column can be prevented.

Description

本発明は建物の桁と柱の組合せ構造において柱のゆれを防ぐため、柱に取付ける筋違材の構造に関するものである。  The present invention relates to a structure of a stiffener attached to a column in order to prevent the column from shaking in a combined structure of a girder and a column of a building.

現在木造住宅又は軽量鉄骨住宅において、地震時の柱のゆれを減少させるためには、完全な剛性の筋違材を使用している。  Currently, in a wooden house or a light steel frame house, in order to reduce the shaking of the column during an earthquake, a completely rigid strut is used.

発明の表示Indication of invention

発明の解決しようとする課題Problems to be Solved by the Invention

地震時柱のゆれを防ぐために筋違材に引張力を分担させるとき、筋違材には多少の弾性伸長を与え、この伸長の終点において完全な引張力を保持させることが必要である。本発明はこの方法を解決しようとするものである。  In order to prevent the column from swaying during an earthquake, it is necessary to impart some elastic elongation to the struts so that the struts retain their full tension at the end of the stretch. The present invention seeks to solve this method.

本発明は建物の筋違材1に組込むようにした皿バネ圧縮装置2の構造において重荷重用皿バネ9を2個宛、算盤玉状に重ね、これを数組から十数組重ね合わせて皿バネ集団7として強力な圧縮力と併せて所要の撓み代を保持できるようにし、この圧縮力を強力な引張力に変換するために座金11を取付けた座金受用突起付二股形引張材12と、突起なしの二股形引張材14とを互にその二股を組合せた後、これらを皿バネ集団7の中央孔8に差込んで、突起なしの二股形引張材14の末端に円筒環16を小ボルト17等で固定して皿バネ圧縮装置2を形成し、この両末端のボルト13及び15を連結して筋違材1に組込み、地震等の外力により引張されるとき、その引張力を皿バネ圧縮装置2内の皿バネ集団7の強力な押圧力により支え、更に引張されると皿バネ9の間に挟まれている撓み防止環10により皿バネ集団7の撓みが、阻止されるようにした皿バネ圧縮装置2を組込んだ建物筋違の構造である。  In the structure of the disc spring compression apparatus 2 designed to be incorporated in the building brace 1 according to the present invention, two heavy load disc springs 9 are stacked in an abacus shape, and several to a dozen sets are overlaid. A bifurcated tension member 12 with a washer receiving projection, to which a washer 11 is attached in order to maintain a required bending allowance in combination with a strong compressive force as the spring group 7, and to convert the compressive force into a strong tensile force; After the bifurcated tensile material 14 without projections is combined with the bifurcated one another, these are inserted into the central hole 8 of the disc spring group 7, and the cylindrical ring 16 is made small at the end of the bifurcated tensile material 14 without projections. The disc spring compression device 2 is formed by fixing with bolts 17 or the like, and the bolts 13 and 15 at both ends are connected to each other and incorporated in the stiffener 1 and pulled by an external force such as an earthquake, the tensile force is Supported by the strong pressing force of the disc spring group 7 in the spring compression device 2, Once tensioned by preventing ring 10 deflection is sandwiched between the disc spring 9 deflection of the disc spring population 7, incorporating Belleville spring compression apparatus 2 so as to be prevented is the structure of the building muscle differences.

皿バネ圧縮装置2の構造において皿バネ集団7の中央孔8の中に、座金受用突起付二股形引張材12と突起なしの二股形引張材14を差込み組合せる代わりに、その中央孔8の中に鍔付筒形引張材18と棒形引張材21を差込み、棒形引張材21に円筒環16を小ボルト17等で固定して皿バネ圧縮装置2を形成するようにした。  In the structure of the disc spring compression device 2, instead of inserting and combining the bifurcated tensile material 12 with a washer receiving projection and the bifurcated tensile material 14 without a projection into the central hole 8 of the disc spring group 7, The rod-shaped tension member 18 and the rod-shaped tension member 21 are inserted therein, and the cylindrical ring 16 is fixed to the rod-shaped tension member 21 with a small bolt 17 or the like to form the disc spring compression device 2.

発明の効果Effect of the invention

本発明により地震時、建物は僅かに変形するが、これ以上の変形は筋違により防止され、建物の倒壊を避けることが出来る、そしてゆれが収まると建物は現状に戻ることとなる。  According to the present invention, the building is slightly deformed at the time of the earthquake, but further deformation is prevented by the struggle, the collapse of the building can be avoided, and the building returns to the current state when the shaking is settled.

本発明の実施の一例として、バネ圧縮装置を取付けた建物筋違材の正面図As an example of implementation of the present invention, a front view of a building stiffener with a spring compression device attached 本発明の実施の一例のバネ圧縮装置の縦断面図The longitudinal cross-sectional view of the spring compression apparatus of an example of implementation of this invention 図2の左側面図Left side view of FIG. 図2のA−A断面図AA sectional view of FIG. 本発明の実施の一例の図2と異なる例のバネ圧縮装置の縦断面図The longitudinal cross-sectional view of the spring compression apparatus of an example different from FIG. 2 of an example of implementation of this invention 図4のB−B断面図BB sectional view of FIG.

木造住宅又は軽量鉄骨住宅においては、地震時の柱のゆれを減少させるため、多少の伸縮代をもった筋違いでゆれを制限する必要がある、図1に示すように木造住宅又は軽量鉄骨住宅の柱5が地震により傾くと、柱に斜めに取付けた筋違材1が引張られる、筋違材1には皿バネ圧縮装置2が組込まれているため、柱5は皿バネ圧縮装置2に引張られながら僅かに傾く、それには皿バネ圧縮装置2のすべての皿バネ9は圧縮されて撓んでゆれのエネルギーは吸収される、そして皿バネ9の間に挟まれている撓み防止環10に皿バネ9の内面が接するようになると、皿バネ圧縮装置2の引張代は無くなるのでこれ以上筋違材1は伸びることなく、従って柱5の傾斜は防止される、そしてゆれが収まると柱5は皿バネ圧縮装置2の皿バネ9の反発力により原状に戻される。  In wooden houses or lightweight steel houses, in order to reduce the shaking of the columns at the time of an earthquake, it is necessary to limit the shaking with a slight difference in stretch, as shown in FIG. When the column 5 is tilted due to an earthquake, the brace 1 attached obliquely to the column is pulled. Since the disc 1 has a disc spring compression device 2 incorporated therein, the column 5 is pulled by the disc spring compression device 2. In this case, all the disc springs 9 of the disc spring compression device 2 are compressed and bent to absorb the energy of the vibration, and the disc is placed on the anti-bending ring 10 sandwiched between the disc springs 9. When the inner surface of the spring 9 comes into contact, the tension allowance of the disc spring compression device 2 is eliminated, so that the strut 1 does not extend any further, and therefore the inclination of the column 5 is prevented, and when the swing is settled, the column 5 is Repulsive force of the disc spring 9 of the disc spring compression device 2 It is returned to a more original state.

皿バネ圧縮装置2の数多くの重荷重用皿バネ9を2個宛、算盤玉状に重ね、これを数組から十数組重ね合わせて皿バネ集団7として、強力な圧縮力と併せて所要の撓み代を保持できるようにし、この圧縮力を強力な引張力に変換するために座金11を取付けた座金受用突起付二股形引張材12と、突起なしの二股形引張材14とを互いにその二股を組合せた後、これらを皿バネ集団7の中央孔8に差込んで、突起なしの二股形引張材14の先端に、円筒環16を小ボルト17等で固定して皿バネ圧縮装置2を形成し、この両末端のボルト13及び15を連結して筋違材1に組込み、地震等の外力により引張されるとき、その引張力を皿バネ圧縮装置2内の皿バネ集団7の強力な押圧力により支え、更に引張されると皿バネ9の間に挟まれている撓み防止環10により、皿バネ集団7の撓みが阻止されるようにした皿バネ圧縮装置2を組込んだ建物筋違の構造。  A large number of heavy load Belleville springs 9 of the Belleville spring compression device 2 are stacked in a abacus ball shape, and several to a dozen sets of these are piled up as a Belleville spring group 7 together with a strong compression force and required. A bifurcated tensile member 12 with a washer receiving projection, to which a washer 11 is attached, and a bifurcated tensile member 14 without a projection, which are capable of holding a bending allowance and converting the compression force into a strong tensile force, are bifurcated. Are inserted into the central hole 8 of the disc spring group 7, and the disc ring compression device 2 is fixed by fixing the cylindrical ring 16 with a small bolt 17 or the like at the tip of the bifurcated tension member 14 without projections. When the bolts 13 and 15 at both ends are connected and incorporated into the brace 1 and pulled by an external force such as an earthquake, the tensile force is applied to the strong force of the disc spring group 7 in the disc spring compression device 2. It is supported by the pressing force and is further sandwiched between the disc springs 9 when pulled. Preventing ring 10 flex, incorporating Belleville spring compression apparatus 2 deflection of the disc spring population 7 is to be prevented building muscle structure differences.

皿バネ圧縮装置2の構造において皿バネ集団7の中央孔8の中に座金受用突起付二股形引張材12と突起なしの二股形引張材14を差込み組合せる代りに、中央孔8の中に鍔付筒形引張材18と棒形引張材21を差込み、棒形引張材21に円筒環16をボルト17等で固定して皿バネ圧縮装置2を形成するようにした。  In the structure of the disc spring compression device 2, instead of inserting and combining the bifurcated tensile material 12 with a washer receiving projection and the bifurcated tensile material 14 without a projection into the central hole 8 of the disc spring group 7, The rod-shaped tension member 18 and the rod-shaped tension member 21 are inserted, and the cylindrical ring 16 is fixed to the rod-shaped tension member 21 with a bolt 17 or the like to form the disc spring compression device 2.

本発明において伸縮装置に内蔵するバネとしてコイルバネを使用せずに、皿バネ9を用いることにより始めて、強力な押圧力を得られ、又、2つ宛重ね合わせて算盤玉形としたものを5〜10対重ね合わせることにより、充分撓み代を得ることが出来る、
一例をあげると重荷重用皿バネの外径40mm、内径20mm厚さ2.2mmのとき、約600kgの圧縮荷重に耐えられ、皿バネ本数14枚、即ち7組の場合の許容撓みは約10mmとなり、充分な強度と撓み代を保持することが出来る。
In the present invention, a strong pressing force can be obtained only by using a disc spring 9 without using a coil spring as a spring built in the expansion / contraction device. By overlapping 10 to 10 pairs, a sufficient allowance can be obtained.
As an example, when the heavy load disc spring has an outer diameter of 40 mm and an inner diameter of 20 mm and a thickness of 2.2 mm, it can withstand a compression load of about 600 kg, and the allowable deflection in the case of 14 disc springs, that is, seven sets, is about 10 mm. Sufficient strength and bending allowance can be maintained.

1・・・・筋違材 2・・・皿バネ圧縮装置
3・・・ターンバック 4・・・筋違材取付ボルト
5・・・柱 6・・・桁
7・・・皿バネ集団 8・・・皿バネ集団の中央孔
9・・・皿バネ 10・・・撓み防止環
11・・・座金 12・・・座金受用突起付二股形引張材
13・・・座金受用突起付二股形引張材のボルト
14・・・突起なしの二股形引張材
15・・・突起なしの二股形引張材のボルト
16・・・円筒環 17・・・小ボルト及びナット
18・・・鍔付筒形引張材 19・・・鍔付筒形引張材の鍔
20・・・鍔付筒形引張材のボルト 21・・・棒形引張材
22・・・棒形引張材のボルト
DESCRIPTION OF SYMBOLS 1 .... Muscle material 2 ... Disc spring compression apparatus 3 ... Turnback 4 ... Muscle material mounting bolt 5 ... Column 6 ... Girder 7 ... Disc spring group 8. .. Central hole 9 of disc spring group ... Belleville spring 10 ... Deflection prevention ring 11 ... Washer 12 ... Bifurcated tensile material with projection for receiving washer 13 ... Bifurcated tensile material with projection for receiving washer Bolt 14 ... Bifurcated tensile material 15 without projections 15 ... Bifurcated tensile material bolt 16 without projections ... Cylindrical ring 17 ... Small bolts and nuts 18 ... Barbed cylindrical tensile material 19 ... Barbed cylindrical tension member 20 ... Barbed cylindrical tension member bolt 21 ... Bar-shaped tensile member 22 ... Bar-shaped tensile member bolt

Claims (2)

建物の筋違材1に組込むようにした皿バネ圧縮装置2の構造において、重荷重用皿バネ9を2個宛、算盤玉状に重ね、これを数組から十数組重ね合わせて皿バネ集団7として、強力な圧縮力と併せて所要の撓み代を保持できるようにし、この圧縮力を強力な引張力に変換するために座金11を取付けた座金受用突起付二股形引張材12と、突起なしの二股形引張材14とを互にその二股を組合せた後、これらを皿バネ集団7の中央孔8に差込んで、突起なしの二股形引張材14の末端に円筒環16を小ボルト17等で固定して、皿バネ圧縮装置2を形成し、この両末端のボルト13及び15を連結して筋違材1に組込み、地震等の外力により引張されるとき、その引張力を皿バネ圧縮装置2内の皿バネ集団7の強力な押圧力により支え、更に引張されると皿バネ9の間に挟まれている撓み防止環10により、皿バネ集団7の撓みが阻止されるようにした皿バネ圧縮装置2を組込んだ建物筋違の構造。  In the structure of the disc spring compression device 2 that is incorporated into the building streaks 1, two heavy load disc springs 9 are stacked in a abacus ball shape, and several to a dozen sets of disc springs are overlaid. 7, a bifurcated tensile material 12 with a washer receiving projection, to which a washer 11 is attached in order to maintain a required bending allowance together with a strong compressive force, and to convert the compressive force into a strong tensile force, After combining the bifurcated tensile material 14 with no bifurcated one another, these are inserted into the central hole 8 of the disc spring group 7, and a cylindrical ring 16 is attached to the end of the bifurcated tensile material 14 without projections with a small bolt. 17 is fixed to form a disc spring compression device 2, and the bolts 13 and 15 at both ends are connected to each other and incorporated into the muscle 1 and pulled by an external force such as an earthquake. Supported by the strong pressing force of the disc spring group 7 in the spring compression device 2, The deflection preventing ring 10 that is sandwiched between the disc spring 9 Once Zhang, dish building structure muscle differences incorporating Belleville spring compression device 2 so is prevented deflection of the spring population 7. 請求項1に記載の皿バネ圧縮装置2の構造において、皿バネ集団7の中央孔8の中に座金受用突起付二股形引張材12と、突起なしの二股形引張材14を差込み組合せる代りに、その中央孔8の中に鍔付筒形引張材18と棒形引張材21を差込み、棒形引張材21に円筒環16を小ボルト17等で固定して皿バネ圧縮装置2を形成し、これを組込んだ建物筋違の構造。  2. The structure of the disc spring compression device 2 according to claim 1, in place of inserting and combining a bifurcated tensile material 12 with a washer receiving projection and a bifurcated tensile material 14 without a projection into the central hole 8 of the disc spring group 7. In addition, a barbed cylindrical tension member 18 and a rod-shaped tension member 21 are inserted into the central hole 8, and the cylindrical ring 16 is fixed to the rod-shaped tension member 21 with a small bolt 17 or the like to form the disc spring compression device 2. And the structure of the building line that incorporates this.
JP2012031084A 2012-01-29 2012-01-29 Structure of building brace Pending JP2013155593A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103967124A (en) * 2014-04-12 2014-08-06 北京工业大学 Self-restoration crossed central prestress supporting system for fabricated multi-story and high-rise steel structure
US20170022729A1 (en) * 2015-07-20 2017-01-26 Wasatch Composite Analysis LLC Composite disc axial dampener for buildings and structures
CN106760010A (en) * 2016-12-07 2017-05-31 上海市建筑科学研究院 A kind of self reset curvature-prevention support based on disk spring

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103967124A (en) * 2014-04-12 2014-08-06 北京工业大学 Self-restoration crossed central prestress supporting system for fabricated multi-story and high-rise steel structure
US20170022729A1 (en) * 2015-07-20 2017-01-26 Wasatch Composite Analysis LLC Composite disc axial dampener for buildings and structures
US9963878B2 (en) * 2015-07-20 2018-05-08 Wasatch Composite Analysis LLC Composite disc axial dampener for buildings and structures
CN106760010A (en) * 2016-12-07 2017-05-31 上海市建筑科学研究院 A kind of self reset curvature-prevention support based on disk spring
CN106760010B (en) * 2016-12-07 2019-04-05 上海市建筑科学研究院 A kind of self reset curvature-prevention support based on disk spring

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