JP2017075442A - Plate-like member fitting method - Google Patents

Plate-like member fitting method Download PDF

Info

Publication number
JP2017075442A
JP2017075442A JP2015201716A JP2015201716A JP2017075442A JP 2017075442 A JP2017075442 A JP 2017075442A JP 2015201716 A JP2015201716 A JP 2015201716A JP 2015201716 A JP2015201716 A JP 2015201716A JP 2017075442 A JP2017075442 A JP 2017075442A
Authority
JP
Japan
Prior art keywords
plate
spacer
splice
members
outermost
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
JP2015201716A
Other languages
Japanese (ja)
Other versions
JP6667247B2 (en
Inventor
佐々木 和彦
Kazuhiko Sasaki
和彦 佐々木
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.)
Oiles Industry Co Ltd
Original Assignee
Oiles Industry 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 Oiles Industry Co Ltd filed Critical Oiles Industry Co Ltd
Priority to JP2015201716A priority Critical patent/JP6667247B2/en
Publication of JP2017075442A publication Critical patent/JP2017075442A/en
Application granted granted Critical
Publication of JP6667247B2 publication Critical patent/JP6667247B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

PROBLEM TO BE SOLVED: To reduce manufacturing/installation costs in fitting a plurality of plate-like members on another plate-like member at a predetermined interval.SOLUTION: A plate-like member fitting method implemented in fitting two first plate-like members 9 (9A, 9B) on one second plate-like member 1 at a predetermined interval, includes: interposing a spacer plate 2 between the first plate-like members; making one of the first plate-like members be opposite to one surface of the second plate-like member; making the other of the first plate-like members be in contact with one surface of a splice plate 3; making the one surface of the splice plate be in contact with the other surface of the second plate-like member; connecting the one of the first plate-like members, the second plate-like member, and the splice plate; and binding the two first plate-like members, the spacer plate, and the splice plate. The plate-like member fitting method can alternatively include: making one of the first plate-like members be in contact with one surface of the second plate-like member; making one surface of the splice plate be in contact with the other surface of the second plate-like member; and binding the one of the first plate-like members, the second plate-like member, and the splice plate.SELECTED DRAWING: Figure 1

Description

本発明は、複数の板状部材を所定の間隔を空けて他の1枚の板状部材に取り付ける方法に関する。   The present invention relates to a method of attaching a plurality of plate-like members to another plate-like member at a predetermined interval.

従来、地震時や強風時における事務所ビル、集合住宅、戸建住宅等の建物の揺れに伴う層間変形を、上梁に固定した抵抗板(内部鋼板)と下梁に固定した粘性体が充填された粘性体容器(外部鋼板)との相対運動に置き換え、その際に生じる抵抗力により振動エネルギーを吸収する制震壁が用いられている。   Conventionally, the resistance plate (inner steel plate) fixed to the upper beam and the viscous material fixed to the lower beam are filled with the interlayer deformation accompanying the shaking of buildings such as office buildings, apartment houses, and detached houses during earthquakes and strong winds. A vibration control wall that absorbs vibration energy by the resistance generated by replacing the relative movement with the viscous container (external steel plate) is used.

上記制震壁では、例えば、図5に示すように、制震壁を構成する抵抗板49(49A、49B)が天井板48に所定の間隔を空けて溶接固着され、天井板48が下側ガセットプレート42に溶接固着され、この下側ガセットプレート42と、上梁(不図示)に固定した上側ガセットプレート41とが一対のスプライスプレート43、44、高力ボルト45及びナット46によって緊結される。   In the above-mentioned vibration control wall, for example, as shown in FIG. 5, resistance plates 49 (49A, 49B) constituting the vibration control wall are welded and fixed to the ceiling plate 48 at a predetermined interval, and the ceiling plate 48 is placed on the lower side. The lower gusset plate 42 is fixed to the gusset plate 42 by welding, and the upper gusset plate 41 fixed to the upper beam (not shown) is fastened by a pair of splice plates 43, 44, a high-strength bolt 45 and a nut 46. .

また、粘性体容器(不図示)の内部において、下部で粘性体容器の底面に固定された外部鋼板(不図示)と抵抗板49との間の隙間、及び抵抗板49と粘性体容器の内面との間の隙間には、粘性体が充填され、地震や強風時における振動によって、抵抗板49と粘性体容器の内面及び外部鋼板とが相対的に水平変位した際に粘性体に粘性剪断を生じさせ、この粘性剪断による減衰力により地震等の振動を減衰させる。   Further, inside the viscous container (not shown), a gap between an external steel plate (not shown) fixed to the bottom surface of the viscous container at the bottom and the resistance plate 49, and the inner surface of the resistance plate 49 and the viscous container. Viscous material is filled in the gap between them, and when the resistance plate 49 and the inner surface of the viscous material container and the external steel plate are relatively displaced horizontally due to vibration during an earthquake or strong wind, the viscous material is subjected to viscous shearing. The vibration such as an earthquake is attenuated by the damping force generated by the viscous shear.

上記抵抗板49の枚数を増加させて例えば4枚とする場合には、図6に示すように、抵抗板49(49A〜49D)を天井板48に所定の間隔を空けて溶接固着し、その他の構成(上側ガセットプレート41〜ナット46)は、図5に示した取付方法と同様とすることが考えられる。   When the number of the resistance plates 49 is increased to four, for example, as shown in FIG. 6, the resistance plates 49 (49A to 49D) are fixedly welded to the ceiling plate 48 at predetermined intervals, as shown in FIG. The configuration (upper gusset plate 41 to nut 46) can be the same as the mounting method shown in FIG.

しかし、図5及び図6に示した板状部材の取付方法では、抵抗板49を天井板48に溶接固着しているため、接合部に引張が生じ、UT検査(Ultrasonic Testing、超音波探傷検査)が必要となり、製造コスト及び設置コストが高くなるという問題があった。また、図6に示すように抵抗板49を4枚に増加させた場合には、抵抗板49(49A〜49D)を天井板48に溶接固着するのが容易ではない。   However, in the mounting method of the plate-like member shown in FIGS. 5 and 6, since the resistance plate 49 is fixed to the ceiling plate 48 by welding, tension is generated in the joint portion, and UT inspection (Ultrasonic Testing, ultrasonic flaw detection inspection). ) Is required, and the manufacturing cost and the installation cost are high. Further, when the resistance plates 49 are increased to four as shown in FIG. 6, it is not easy to weld and fix the resistance plates 49 (49 </ b> A to 49 </ b> D) to the ceiling plate 48.

そこで、図7に示すように、4枚の抵抗板59(59A〜59D)を備える制震壁を構成するにあたり、上梁(不図示)に固定した上側ガセットプレート51の両側にスペーサプレート52、53を介在させ、これらを一対のスプライスプレート54、55、高力ボルト56及びナット57によって緊結すると共に、隣接する抵抗板59(59A〜59D)の間にスペーサプレート58(58A〜58C)を介在させ、これらを上記スプライスプレート54、55、高力ボルト56及びナット57によって緊結することが考えられる。この方法によれば、抵抗板59を溶接固着しないため、UT検査が不要となり、製造コスト及び設置コストを低減することができる。   Therefore, as shown in FIG. 7, in constructing a damping wall having four resistance plates 59 (59A to 59D), spacer plates 52 on both sides of an upper gusset plate 51 fixed to an upper beam (not shown), 53, and these are fastened by a pair of splice plates 54, 55, high-strength bolts 56 and nuts 57, and spacer plates 58 (58A-58C) are interposed between the adjacent resistance plates 59 (59A-59D). It is conceivable that these are connected by the splice plates 54 and 55, the high-strength bolt 56 and the nut 57. According to this method, since the resistance plate 59 is not fixed by welding, UT inspection is not required, and the manufacturing cost and the installation cost can be reduced.

しかし、図7に示した方法では、スペーサプレート58を介在させた4枚の抵抗板59をさらにスプライスプレート54、55で挟持するため、全体的に厚くなり、高力ボルト56が規格品よりも長くなるため、その分製造コストが増加するという問題があった。   However, in the method shown in FIG. 7, since the four resistance plates 59 with the spacer plate 58 interposed are further sandwiched between the splice plates 54 and 55, the overall thickness is increased, and the high-strength bolt 56 is larger than the standard product. Since the length is longer, there is a problem that the manufacturing cost increases accordingly.

また、上記制震壁の抵抗板49、59に限らず、複数枚の板状部材を所定の間隔を空けて他の部材に取り付ける構造は、多層板を用いた粘性ダンパー等種々存在し、いずれの場合でも上記と同様の問題が生ずる。   In addition to the resistance plates 49 and 59 of the damping wall, there are various structures such as a viscous damper using a multi-layer plate, in which a plurality of plate-like members are attached to other members at a predetermined interval. In this case, the same problem as described above occurs.

そこで、本発明は上記従来の技術における問題点に鑑みてなされたものであって、複数枚の板状部材を所定の間隔を空けて他の1枚の板状部材に取り付けるにあたって、製造コスト及び設置コストを低く抑えることを目的とする。   Therefore, the present invention has been made in view of the above problems in the prior art, and in attaching a plurality of plate-like members to another plate-like member at a predetermined interval, the manufacturing cost and The purpose is to keep the installation cost low.

上記目的を達成するため、本発明は、板状部材の取付方法であって、2枚の第1板状部材を所定の間隔を空けて1枚の第2板状部材に取り付けるにあたり、前記2枚の第1板状部材の間にスペーサプレートを介在させ、前記第1板状部材の一方を前記第2板状部材の一方の面に対向させ、前記第1板状部材の他方をスプライスプレートの一方の面に当接させ、該スプライスプレートの一方の面を前記第2板状部材の他方の面に対向させ、前記第1板状部材の一方と、前記第2板状部材と、前記スプライスプレートとを連結し、前記2枚の第1板状部材と、前記スペーサプレートと、前記スプライスプレートとを緊結することを特徴とする。   In order to achieve the above object, the present invention is a method of attaching a plate-like member, and in attaching two first plate-like members to one second plate-like member with a predetermined interval, the 2 A spacer plate is interposed between the first plate members, one of the first plate members is opposed to one surface of the second plate member, and the other of the first plate members is a splice plate. The first plate-like member, the second plate-like member, the one-side surface of the second plate-like member, and the one surface of the splice plate facing the other surface of the second plate-like member, A splice plate is connected, and the two first plate-like members, the spacer plate, and the splice plate are fastened together.

本発明によれば、第1板状部材を溶接固着しないため、UT検査が不要となり、製造コスト及び設置コストを低減することができる。また、スプライスプレートを1枚とし、第1板状部材の一方にスプライスプレートの機能を持たせたため、スプライスプレート1枚分を全体的に薄く構成することができ、緊結に高力ボルトを用いた場合には、該ボルトを規格品としたり、ボルト長を短くすることができ、製造コストの増加を招くこともない。   According to the present invention, since the first plate-like member is not fixed by welding, UT inspection is not required, and manufacturing costs and installation costs can be reduced. In addition, since one splice plate is used and the function of the splice plate is given to one of the first plate-like members, the entire splice plate can be made thin overall, and high strength bolts are used for tightening. In this case, the bolt can be used as a standard product or the bolt length can be shortened without increasing the manufacturing cost.

上記板状部材の取付方法において、前記第1板状部材の一方を前記第2板状部材の一方の面に当接させ、前記スプライスプレートの一方の面を前記第2板状部材の他方の面に当接させ、前記第1板状部材の一方と、前記第2板状部材と、前記スプライスプレートとを緊結することができる。緊結に高力ボルトを用いた場合には、該ボルトを規格品としたり、ボルト長を短くすることができる。   In the mounting method of the plate-like member, one side of the first plate-like member is brought into contact with one side of the second plate-like member, and one side of the splice plate is brought into contact with the other side of the second plate-like member. One of the first plate-like members, the second plate-like member, and the splice plate can be tightly brought into contact with a surface. When a high-strength bolt is used for tightening, the bolt can be a standard product or the bolt length can be shortened.

上記板状部材の取付方法において、前記第2板状部材と前記スプライスプレートとの間に第2スペーサプレートを介在させ、該第2スペーサプレートの一方の面を前記第2板状部材の他方の面に当接させ、該第2スペーサプレートの他方の面を前記スプライスプレートの一方の面に当接させることができる。これにより、様々な板厚の第2板状部材に対して第1板状部材を取り付けることが可能となる。   In the mounting method of the plate-like member, a second spacer plate is interposed between the second plate-like member and the splice plate, and one surface of the second spacer plate is placed on the other side of the second plate-like member. The other surface of the second spacer plate can be brought into contact with one surface of the splice plate. Thereby, it becomes possible to attach a 1st plate-shaped member with respect to the 2nd plate-shaped member of various board thickness.

また、本発明は、板状部材の取付方法であって、3枚以上の第1板状部材を所定の間隔を空けて1枚の第2板状部材に取り付けるにあたり、隣接する前記第1板状部材の各々の間にスペーサプレートを介在させ、前記第1板状部材の一方の最外部の1枚をスプライスプレートの一方の面に当接させ、前記第1板状部材の一方の最外部の1枚及び該第1板状部材の一方の最外部の1枚に当接する前記スペーサプレートを除く、前記第1板状部材及び前記スペーサプレートの少なくとも1枚を前記第2板状部材の一方の面に対向させ、前記スプライスプレートの一方の面を前記第2板状部材の他方の面に対向させ、前記第1板状部材の一方の最外部の1枚及び該第1板状部材の一方の最外部の1枚に当接する前記スペーサプレートを除く、前記第1板状部材及び前記スペーサプレートの少なくとも1枚と、前記第2板状部材と、前記スプライスプレートとを連結し、前記第1板状部材のすべてと、前記スペーサプレートのすべてと、前記スプライスプレートとを緊結することを特徴とする。   The present invention also relates to a method for attaching plate-like members, wherein the first plates adjacent to each other when attaching three or more first plate-like members to one second plate-like member at a predetermined interval. A spacer plate is interposed between each of the plate-like members, one outermost sheet of the first plate-like member is brought into contact with one surface of the splice plate, and one outermost portion of the first plate-like member is placed And at least one of the first plate member and the spacer plate is one of the second plate members, excluding the spacer plate that contacts one of the outermost plates of the first plate member. The one surface of the splice plate is made to face the other surface of the second plate member, and one outermost sheet of the first plate member and the first plate member Excluding the spacer plate that contacts one of the outermost ones, Connecting at least one of the plate-like member and the spacer plate, the second plate-like member, and the splice plate; and connecting all of the first plate-like member, all of the spacer plates, and the splice plate; It is characterized by tightly binding.

本発明によれば、上述のように、第1板状部材を溶接固着しないため、UT検査が不要となり、製造コスト及び設置コストを低減することができる。また、スプライスプレートを1枚とし、第1板状部材の一方の最外部の1枚等を除く、第1板状部材及びスペーサプレートの少なくとも1枚にスプライスプレートの機能を持たせたため、スプライスプレート1枚分を全体的に薄く構成することができ、緊結に高力ボルトを用いた場合には、該ボルトを規格品としたり、ボルト長を短くすることができ、製造コストの増加を招くこともない。   According to the present invention, as described above, since the first plate-like member is not fixed by welding, UT inspection is not necessary, and manufacturing costs and installation costs can be reduced. In addition, since the splice plate has one function and at least one of the first plate member and the spacer plate except the outermost one of the first plate members has the function of the splice plate, the splice plate One sheet can be made thin overall, and when high-strength bolts are used for tightening, the bolts can be standardized or the bolt length can be shortened, resulting in increased manufacturing costs. Nor.

上記板状部材の取付方法において、前記第1板状部材の他方の最外部の1枚を含む、前記第1板状部材及び前記スペーサプレートの少なくとも1枚を前記第2板状部材の一方の面に対向させ、前記第1板状部材の他方の最外部の1枚を含む、前記第1板状部材及び前記スペーサプレートの少なくとも1枚と、前記第2板状部材と、前記スプライスプレートとを連結することができる。   In the mounting method of the plate-shaped member, at least one of the first plate-shaped member and the spacer plate including one of the other outermost sheets of the first plate-shaped member is attached to one of the second plate-shaped members. At least one of the first plate-like member and the spacer plate, the second plate-like member, and the splice plate, which face each other and include the other outermost one of the first plate-like members Can be connected.

上記板状部材の取付方法において、前記第1板状部材の一方の最外部の1枚及び該第1板状部材の一方の最外部の1枚に当接する前記スペーサプレートを除く、前記第1板状部材及び前記スペーサプレートの少なくとも1枚を前記第2板状部材の一方の面に当接させ、前記スプライスプレートの一方の面を前記第2板状部材の他方の面に当接させ、前記第1板状部材の一方の最外部の1枚及び該第1板状部材の一方の最外部の1枚に当接する前記スペーサプレートを除く、前記第1板状部材及び前記スペーサプレートの少なくとも1枚と、前記第2板状部材と、前記スプライスプレートとを緊結することができる。緊結に高力ボルトを用いた場合には、該ボルトを規格品としたり、ボルト長を短くすることができる。   In the mounting method of the plate-like member, the first plate-like member excluding the outermost one of the first plate-like members and the spacer plate contacting one of the outermost one of the first plate-like members, Contacting at least one of the plate member and the spacer plate with one surface of the second plate member, contacting one surface of the splice plate with the other surface of the second plate member, At least one of the first plate-like member and the spacer plate excluding one outermost piece of the first plate-like member and the spacer plate abutting one outermost piece of the first plate-like member. One sheet, the second plate member, and the splice plate can be fastened together. When a high-strength bolt is used for tightening, the bolt can be a standard product or the bolt length can be shortened.

上記板状部材の取付方法において、前記第2板状部材と前記スプライスプレートとの間に第2スペーサプレートを介在させ、該第2スペーサプレートの一方の面を前記第2板状部材の他方の面に当接させ、該第2スペーサプレートの他方の面を前記スプライスプレートの一方の面に当接させることができる。これにより、様々な板厚の第2板状部材に対して第1板状部材を取り付けることが可能となる。   In the mounting method of the plate-like member, a second spacer plate is interposed between the second plate-like member and the splice plate, and one surface of the second spacer plate is placed on the other side of the second plate-like member. The other surface of the second spacer plate can be brought into contact with one surface of the splice plate. Thereby, it becomes possible to attach a 1st plate-shaped member with respect to the 2nd plate-shaped member of various board thickness.

以上のように、本発明によれば、複数枚の板状部材を所定の間隔を空けて1枚の他の部材に取り付けるにあたって、製造コスト及び設置コストを低く抑えることが可能となる。   As described above, according to the present invention, it is possible to keep the manufacturing cost and the installation cost low when attaching a plurality of plate-like members to one other member at a predetermined interval.

本発明に係る板状部材の取付方法の第1の実施形態を説明するための図であって、(a)は正面図、(b)は(a)のA−A線断面図である。It is a figure for demonstrating 1st Embodiment of the attachment method of the plate-shaped member which concerns on this invention, Comprising: (a) is a front view, (b) is the sectional view on the AA line of (a). 本発明に係る板状部材の取付方法の第2の実施形態を説明するための図であって、(a)は正面図、(b)は(a)のB−B線断面図である。It is a figure for demonstrating 2nd Embodiment of the attachment method of the plate-shaped member which concerns on this invention, Comprising: (a) is a front view, (b) is the BB sectional drawing of (a). 本発明に係る板状部材の取付方法の第3の実施形態を説明するための図であって、(a)は正面図、(b)は(a)のC−C線断面図である。It is a figure for demonstrating 3rd Embodiment of the attachment method of the plate-shaped member which concerns on this invention, Comprising: (a) is a front view, (b) is CC sectional view taken on the line of (a). 本発明に係る板状部材の取付方法の第4の実施形態を説明するための図であって、(a)は正面図、(b)は(a)のD−D線断面図である。It is a figure for demonstrating 4th Embodiment of the attachment method of the plate-shaped member which concerns on this invention, Comprising: (a) is a front view, (b) is the DD sectional view taken on the line of (a). 従来の板状部材の取付方法の一例を説明するための図であって、(a)は正面図、(b)は(a)のE−E線断面図である。It is a figure for demonstrating an example of the attachment method of the conventional plate-shaped member, Comprising: (a) is a front view, (b) is the EE sectional view taken on the line of (a). 従来の板状部材の取付方法の他の例を説明するための図であって、(a)は正面図、(b)は(a)のF−F線断面図である。It is a figure for demonstrating the other example of the attachment method of the conventional plate-shaped member, Comprising: (a) is a front view, (b) is the FF sectional view taken on the line of (a). 従来の板状部材の取付方法の他の例を説明するための図であって、(a)は正面図、(b)は(a)のG−G線断面図である。側面図である。It is a figure for demonstrating the other example of the attachment method of the conventional plate-shaped member, Comprising: (a) is a front view, (b) is the GG sectional view taken on the line of (a). It is a side view.

次に、本発明を実施するための形態について図面を参照しながら詳細に説明する。   Next, embodiments for carrying out the present invention will be described in detail with reference to the drawings.

本発明に係る板状部材の取付方法の第1の実施形態について、図1を参照しながら説明する。この取付方法は、2枚の抵抗板9(9A、9B)を備える制震壁を構成する際に用いられる。抵抗板9A、9Bの間にスペーサプレート2を介在させ、上梁(不図示)に固定したガセットプレート1の左面に抵抗板9Aを、右面にスペーサプレート6及びスプライスプレート3を各々積層し、これらを高力ボルト4及びナット5によって緊結する。また、スペーサプレート2を挟んで抵抗板9A、9Bと、スプライスプレート3とを高力ボルト4及びナット5によって緊結する。尚、ガセットプレート1を厚くしてスペーサプレート6を用いないようにすることもできる。   1st Embodiment of the attachment method of the plate-shaped member which concerns on this invention is described, referring FIG. This attachment method is used when constructing a vibration control wall including two resistance plates 9 (9A, 9B). The spacer plate 2 is interposed between the resistor plates 9A and 9B, the resistor plate 9A is laminated on the left side of the gusset plate 1 fixed to the upper beam (not shown), and the spacer plate 6 and the splice plate 3 are laminated on the right side. Are fastened by a high-strength bolt 4 and a nut 5. Further, the resistance plates 9A and 9B and the splice plate 3 are fastened with the high-strength bolt 4 and the nut 5 with the spacer plate 2 interposed therebetween. The gusset plate 1 can be made thick so that the spacer plate 6 is not used.

この方法によれば、抵抗板9を溶接固着しないため、UT検査が不要となり、製造コスト及び設置コストを低減することができる。また、抵抗板9Aをガセットプレート1とスペーサプレート2の両方に当接させたため、全体的な厚さを薄くすることができ、高力ボルト4を規格品としたり、ボルト長を短くすることができ、さらに製造コストを低減することができる。   According to this method, since the resistance plate 9 is not fixed by welding, UT inspection is not required, and the manufacturing cost and the installation cost can be reduced. Further, since the resistance plate 9A is brought into contact with both the gusset plate 1 and the spacer plate 2, the overall thickness can be reduced, and the high strength bolt 4 can be made a standard product or the bolt length can be shortened. In addition, the manufacturing cost can be reduced.

次に、本発明に係る板状部材の取付方法の第2の実施形態について、図2を参照しながら説明する。この取付方法は、4枚の抵抗板19(19A〜19D)を備える制震壁を構成する際に用いられる。抵抗板19A〜19Dの間にスペーサプレート18(18A〜18C)を介在させ、上梁(不図示)に固定したガセットプレート11の左面に抵抗板19Aとスペーサプレート18Aとを、右面にスペーサプレート12とスプライスプレート13とを各々積層し、これらを高力ボルト14及びナット15によって緊結する。また、4枚の抵抗板19(19A〜19D)と、スペーサプレート18(18A〜18C)と、スプライスプレート13とを高力ボルト14及びナット15によって緊結する。尚、ガセットプレート11を厚くしてスペーサプレート12を用いないようにすることもできる。   Next, the 2nd Embodiment of the attachment method of the plate-shaped member which concerns on this invention is described, referring FIG. This attachment method is used when constructing a vibration control wall including four resistance plates 19 (19A to 19D). A spacer plate 18 (18A to 18C) is interposed between the resistor plates 19A to 19D, and the resistor plate 19A and the spacer plate 18A are provided on the left side of the gusset plate 11 fixed to the upper beam (not shown), and the spacer plate 12 is provided on the right side. And the splice plate 13 are laminated, and these are fastened by a high-strength bolt 14 and a nut 15. Further, the four resistance plates 19 (19A to 19D), the spacer plate 18 (18A to 18C), and the splice plate 13 are fastened by the high strength bolt 14 and the nut 15. The gusset plate 11 can be made thick so that the spacer plate 12 is not used.

この方法によれば、抵抗板19を溶接固着しないため、UT検査が不要となり、製造コスト及び設置コストを低減することができる。また、抵抗板19A及びスペーサプレート18Aをガセットプレート11に当接させたため、全体的な厚さを薄くすることができ、高力ボルト4を規格品としたり、ボルト長を短くすることができ、さらに製造コストを低減することができる。   According to this method, since the resistance plate 19 is not fixed by welding, UT inspection is not required, and the manufacturing cost and the installation cost can be reduced. Further, since the resistance plate 19A and the spacer plate 18A are brought into contact with the gusset plate 11, the overall thickness can be reduced, the high strength bolt 4 can be made a standard product, and the bolt length can be shortened. Further, the manufacturing cost can be reduced.

次に、本発明に係る板状部材の取付方法の第3の実施形態について、図3を参照しながら説明する。この取付方法は、2枚の抵抗板29(29A、29B)を備える制震壁を構成する際に用いられる。抵抗板29A、29Bの間にスペーサプレート22を介在させ、下部において、抵抗板29Bにスプライスプレート23を当接させ、抵抗板29、スペーサプレート22及びスプライスプレート23を高力ボルト24及びナット25によって緊結する。一方、上部において、上梁(不図示)に固定した一山クレビス21の両側に、抵抗板29A及びスプライスプレート23の上部に形成された二山クレビス23a、29aを形成し、これらをピン26によって緊結する。ピン26は、一山クレビス21に設けられた球面軸受27によって支持され、スナップリング(不図示)等で二山クレビス23a、29aに固定される。一山クレビス21及び二山クレビス23a、29aは、抵抗板29の幅(図3(a)における左右方向の長さ)に応じて設置個数を適宜変更する。   Next, the 3rd Embodiment of the attachment method of the plate-shaped member which concerns on this invention is described, referring FIG. This attachment method is used when constructing a damping wall having two resistance plates 29 (29A, 29B). The spacer plate 22 is interposed between the resistance plates 29A and 29B, and the splice plate 23 is brought into contact with the resistance plate 29B in the lower portion, and the resistance plate 29, the spacer plate 22 and the splice plate 23 are fastened by the high strength bolt 24 and the nut 25. Tighten up. On the other hand, on the both sides of the single clevis 21 fixed to the upper beam (not shown), the resistance plate 29A and the double clevises 23a and 29a formed on the upper part of the splice plate 23 are formed. Tighten up. The pin 26 is supported by a spherical bearing 27 provided on the single clevis 21 and is fixed to the double clevis 23a, 29a by a snap ring (not shown) or the like. The number of the single clevis 21 and the double clevis 23a, 29a is appropriately changed according to the width of the resistance plate 29 (the length in the left-right direction in FIG. 3A).

この方法によれば、上記第1の実施形態における効果に加え、一山クレビス21及び二山クレビス23a、29aを用いることで、高力ボルト24及びナット25の使用量を抑え、製造コスト及び設置コストを低減することができる。   According to this method, in addition to the effects of the first embodiment, by using the single clevis 21 and the double clevis 23a and 29a, the usage amount of the high strength bolt 24 and the nut 25 can be suppressed, and the manufacturing cost and installation can be reduced. Cost can be reduced.

次に、本発明に係る板状部材の取付方法の第4の実施形態について、図4を参照しながら説明する。この取付方法は、4枚の抵抗板39(39A〜39D)を備える制震壁を構成する際に用いられる。抵抗板39A〜39Dの間にスペーサプレート38A〜38Cを介在させ、下部において、抵抗板39Dにスプライスプレート33を当接させ、抵抗板39、スペーサプレート38及びスプライスプレート33を高力ボルト34及びナット35によって緊結する。一方、上部において、上梁(不図示)に固定した一山クレビス31の両側に、スペーサプレート38A及び抵抗板39B並びにスプライスプレート33の上部に形成された二山クレビス38a、39b、33aを形成し、これらをピン36によって緊結する。ピン36は、一山クレビス31に設けられた球面軸受37によって支持され、スナップリング(不図示)等で二山クレビス38a、39b、33aに固定される。一山クレビス31及び二山クレビス38a、39b、33aは、抵抗板39の幅(図4(a)における左右方向の長さ)に応じて設置個数を適宜変更する。   Next, the 4th Embodiment of the attachment method of the plate-shaped member which concerns on this invention is described, referring FIG. This attachment method is used when constructing a vibration control wall including four resistance plates 39 (39A to 39D). Spacer plates 38A to 38C are interposed between the resistor plates 39A to 39D, and the splice plate 33 is brought into contact with the resistor plate 39D at the lower portion, and the resistor plate 39, the spacer plate 38 and the splice plate 33 are connected to the high strength bolt 34 and the nut. Tighten by 35. On the other hand, on both sides of a single clevis 31 fixed to an upper beam (not shown), a spacer plate 38A, a resistance plate 39B, and a double clevis 38a, 39b, 33a formed on the splice plate 33 are formed. These are fastened by a pin 36. The pin 36 is supported by a spherical bearing 37 provided on the single clevis 31 and is fixed to the double clevis 38a, 39b, 33a by a snap ring (not shown) or the like. The number of the single clevis 31 and the double clevis 38a, 39b, 33a is appropriately changed according to the width of the resistance plate 39 (the length in the left-right direction in FIG. 4A).

この方法によれば、上記第2の実施形態における効果に加え、一山クレビス31及び二山クレビス38a、39b、33aを用いることで、高力ボルト34及びナット35の使用量を抑え、製造コスト及び設置コストを低減することができる。   According to this method, in addition to the effects of the second embodiment, the use of the single clevis 31 and the double clevis 38a, 39b, 33a suppresses the usage amount of the high-strength bolt 34 and the nut 35, thereby reducing the manufacturing cost. In addition, installation costs can be reduced.

尚、上記実施の形態においては、抵抗板が2枚又は4枚の場合を例示したが、抵抗板が3枚の場合、5枚以上の場合にも本発明に係る方法を適用することができる。抵抗板の枚数が多くなると、全体的に厚くなり、緊結に用いる高力ボルトが規格品よりも長くなり特注品を用いざるを得ないことになるが、図7に示した従来の場合よりは高力ボルトの長さを短くすることができる。   In the above embodiment, the case where there are two or four resistance plates has been illustrated, but the method according to the present invention can be applied to the case where there are three or more resistance plates. . When the number of resistance plates increases, the overall thickness increases, and the high-strength bolts used for tightening are longer than the standard products and must be custom-made. The length of the high strength bolt can be shortened.

また、上記実施の形態においては、制震壁を構成する抵抗板を上梁に固定したガセットプレートへ取り付ける際に本発明に係る方法を用いた場合を例示したが、制震壁の抵抗板だけでなく、多層板を用いた粘性ダンパー等、複数枚の板状部材を所定の間隔を空けて他の1枚の部材に取り付ける際にはいずれの場合でも本発明に係る方法を用いることができる。   Further, in the above embodiment, the case where the method according to the present invention is used when attaching the resistance plate constituting the damping wall to the gusset plate fixed to the upper beam is exemplified, but only the damping plate of the damping wall is used. In addition, the method according to the present invention can be used in any case when a plurality of plate-like members such as a viscous damper using a multilayer plate are attached to another member at a predetermined interval. .

1 ガセットプレート
2 スペーサプレート
3 スプライスプレート
4 高力ボルト
5 ナット
6 スペーサプレート
9(9A、9B) 抵抗板
11 ガセットプレート
12 スペーサプレート
13 スプライスプレート
14 高力ボルト
15 ナット
18(18A〜18C) スペーサプレート
19(19A〜19D) 抵抗板
21 一山クレビス
22 スペーサプレート
23 スプライスプレート
23a 二山クレビス(の一方)
24 高力ボルト
25 ナット
26 ピン
27 軸受
29(29A、29B) 抵抗板
29a 二山クレビス(の他方)
31 一山クレビス
33 スプライスプレート
33a 二山クレビス(の一方)
34 高力ボルト
35 ナット
36 ピン
37 軸受
38(38A〜38C) スペーサプレート
38a 二山クレビス(の他方)
39(39A〜39D) 抵抗板
39b 二山クレビス(の他方)
1 Gusset plate 2 Spacer plate 3 Splice plate 4 High strength bolt 5 Nut 6 Spacer plate 9 (9A, 9B) Resistance plate 11 Gusset plate 12 Spacer plate 13 Splice plate 14 High strength bolt 15 Nut 18 (18A-18C) Spacer plate 19 (19A-19D) Resistance plate 21 Single clevis 22 Spacer plate 23 Splice plate 23a Double clevis (one of them)
24 High strength bolt 25 Nut 26 Pin 27 Bearing 29 (29A, 29B) Resistance plate 29a Double clevis (the other)
31 Single clevis 33 Splice plate 33a Double clevis (one of them)
34 High-strength bolt 35 Nut 36 Pin 37 Bearing 38 (38A to 38C) Spacer plate 38a Double clevis (the other)
39 (39A-39D) Resistor plate 39b Double clevis (the other)

Claims (7)

2枚の第1板状部材を所定の間隔を空けて1枚の第2板状部材に取り付けるにあたり、
前記2枚の第1板状部材の間にスペーサプレートを介在させ、
前記第1板状部材の一方を前記第2板状部材の一方の面に対向させ、
前記第1板状部材の他方をスプライスプレートの一方の面に当接させ、
該スプライスプレートの一方の面を前記第2板状部材の他方の面に対向させ、
前記第1板状部材の一方と、前記第2板状部材と、前記スプライスプレートとを連結し、
前記2枚の第1板状部材と、前記スペーサプレートと、前記スプライスプレートとを緊結することを特徴とする板状部材の取付方法。
In attaching the two first plate-like members to the one second plate-like member at a predetermined interval,
A spacer plate is interposed between the two first plate-like members,
One of the first plate-like members is opposed to one surface of the second plate-like member,
Bringing the other of the first plate-like members into contact with one surface of the splice plate;
One surface of the splice plate is opposed to the other surface of the second plate-shaped member;
Connecting one of the first plate-like members, the second plate-like member, and the splice plate;
A method of attaching a plate-like member, comprising: fastening the two first plate-like members, the spacer plate, and the splice plate.
前記第1板状部材の一方を前記第2板状部材の一方の面に当接させ、
前記スプライスプレートの一方の面を前記第2板状部材の他方の面に当接させ、
前記第1板状部材の一方と、前記第2板状部材と、前記スプライスプレートとを緊結することを特徴とする請求項1に記載の板状部材の取付方法。
Bringing one of the first plate-like members into contact with one surface of the second plate-like member;
Contacting one surface of the splice plate with the other surface of the second plate member;
2. The plate member mounting method according to claim 1, wherein one of the first plate members, the second plate member, and the splice plate are fastened together.
前記第2板状部材と前記スプライスプレートとの間に第2スペーサプレートを介在させ、
該第2スペーサプレートの一方の面を前記第2板状部材の他方の面に当接させ、
該第2スペーサプレートの他方の面を前記スプライスプレートの一方の面に当接させることを特徴とする請求項2に記載の板状部材の取付方法。
A second spacer plate is interposed between the second plate member and the splice plate;
Contacting one surface of the second spacer plate with the other surface of the second plate member;
3. The plate member mounting method according to claim 2, wherein the other surface of the second spacer plate is brought into contact with one surface of the splice plate.
3枚以上の第1板状部材を所定の間隔を空けて1枚の第2板状部材に取り付けるにあたり、
隣接する前記第1板状部材の各々の間にスペーサプレートを介在させ、
前記第1板状部材の一方の最外部の1枚をスプライスプレートの一方の面に当接させ、
前記第1板状部材の一方の最外部の1枚及び該第1板状部材の一方の最外部の1枚に当接する前記スペーサプレートを除く、前記第1板状部材及び前記スペーサプレートの少なくとも1枚を前記第2板状部材の一方の面に対向させ、
前記スプライスプレートの一方の面を前記第2板状部材の他方の面に対向させ、
前記第1板状部材の一方の最外部の1枚及び該第1板状部材の一方の最外部の1枚に当接する前記スペーサプレートを除く、前記第1板状部材及び前記スペーサプレートの少なくとも1枚と、前記第2板状部材と、前記スプライスプレートとを連結し、
前記第1板状部材のすべてと、前記スペーサプレートのすべてと、前記スプライスプレートとを緊結することを特徴とする板状部材の取付方法。
In attaching three or more first plate-like members to one second plate-like member at a predetermined interval,
A spacer plate is interposed between each of the adjacent first plate-like members;
One outermost one of the first plate-like members is brought into contact with one surface of the splice plate;
At least one of the first plate-like member and the spacer plate excluding one outermost piece of the first plate-like member and the spacer plate abutting one outermost piece of the first plate-like member. One sheet is made to face one surface of the second plate member,
One side of the splice plate is opposed to the other side of the second plate-like member;
At least one of the first plate-like member and the spacer plate excluding one outermost piece of the first plate-like member and the spacer plate abutting one outermost piece of the first plate-like member. Connecting one sheet, the second plate-shaped member, and the splice plate;
All the said 1st plate-shaped members, all the said spacer plates, and the said splice plate are fastened, The attachment method of the plate-shaped member characterized by the above-mentioned.
前記第1板状部材の他方の最外部の1枚を含む、前記第1板状部材及び前記スペーサプレートの少なくとも1枚を前記第2板状部材の一方の面に対向させ、
前記第1板状部材の他方の最外部の1枚を含む、前記第1板状部材及び前記スペーサプレートの少なくとも1枚と、前記第2板状部材と、前記スプライスプレートとを連結することを特徴とする請求項4に記載の板状部材の取付方法。
Including at least one of the first plate-like member and the spacer plate, including the other outermost one of the first plate-like member, facing one surface of the second plate-like member;
Connecting at least one of the first plate-like member and the spacer plate, the second plate-like member, and the splice plate, including the other outermost one of the first plate-like members. The mounting method of the plate-shaped member according to claim 4, wherein
前記第1板状部材の一方の最外部の1枚及び該第1板状部材の一方の最外部の1枚に当接する前記スペーサプレートを除く、前記第1板状部材及び前記スペーサプレートの少なくとも1枚を前記第2板状部材の一方の面に当接させ、
前記スプライスプレートの一方の面を前記第2板状部材の他方の面に当接させ、
前記第1板状部材の一方の最外部の1枚及び該第1板状部材の一方の最外部の1枚に当接する前記スペーサプレートを除く、前記第1板状部材及び前記スペーサプレートの少なくとも1枚と、前記第2板状部材と、前記スプライスプレートとを緊結することを特徴とする請求項4に記載の板状部材の取付方法。
At least one of the first plate-like member and the spacer plate excluding one outermost piece of the first plate-like member and the spacer plate abutting one outermost piece of the first plate-like member. One sheet is brought into contact with one surface of the second plate member,
Contacting one surface of the splice plate with the other surface of the second plate member;
At least one of the first plate-like member and the spacer plate excluding one outermost piece of the first plate-like member and the spacer plate abutting one outermost piece of the first plate-like member. The plate-shaped member mounting method according to claim 4, wherein one sheet, the second plate-shaped member, and the splice plate are fastened together.
前記第2板状部材と前記スプライスプレートとの間に第2スペーサプレートを介在させ、
該第2スペーサプレートの一方の面を前記第2板状部材の他方の面に当接させ、
該第2スペーサプレートの他方の面を前記スプライスプレートの一方の面に当接させることを特徴とする請求項6に記載の板状部材の取付方法。
A second spacer plate is interposed between the second plate member and the splice plate;
Contacting one surface of the second spacer plate with the other surface of the second plate member;
7. The plate member mounting method according to claim 6, wherein the other surface of the second spacer plate is brought into contact with one surface of the splice plate.
JP2015201716A 2015-10-13 2015-10-13 Mounting method of plate-shaped member Active JP6667247B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2015201716A JP6667247B2 (en) 2015-10-13 2015-10-13 Mounting method of plate-shaped member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2015201716A JP6667247B2 (en) 2015-10-13 2015-10-13 Mounting method of plate-shaped member

Publications (2)

Publication Number Publication Date
JP2017075442A true JP2017075442A (en) 2017-04-20
JP6667247B2 JP6667247B2 (en) 2020-03-18

Family

ID=58550952

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2015201716A Active JP6667247B2 (en) 2015-10-13 2015-10-13 Mounting method of plate-shaped member

Country Status (1)

Country Link
JP (1) JP6667247B2 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20040107654A1 (en) * 2002-12-05 2004-06-10 Powell Steven D. Pin and collar connection apparatus for use with seismic braces, seismic braces including the pin and collar connection, and methods

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20040107654A1 (en) * 2002-12-05 2004-06-10 Powell Steven D. Pin and collar connection apparatus for use with seismic braces, seismic braces including the pin and collar connection, and methods

Also Published As

Publication number Publication date
JP6667247B2 (en) 2020-03-18

Similar Documents

Publication Publication Date Title
TW201531613A (en) Energy-dissipation supporting device having inspection window
TW201531615A (en) Bracing device having viewing aperture
JP6990601B2 (en) Reinforcing structure and reinforcing members of a structure consisting of columns and beams
JP2017075442A (en) Plate-like member fitting method
JP2016125312A (en) Connection structure between members
JP2012237160A (en) Woody earthquake-proof wall
JP5503174B2 (en) Damping structure with composite damper, construction method of damping structure with composite damper, and distance adjustment method of damping structure with composite damper
JP2019218713A (en) Bearing wall
JP5305756B2 (en) Damping wall using corrugated steel
JP2017075443A (en) Plate-like member fitting method
JP6854225B2 (en) Damping wall
JP6196455B2 (en) Exterior wall structure
JP5320220B2 (en) Column omission joint structure, column omission building unit, and unit building
JP5773505B2 (en) Steel flooring
JP6190729B2 (en) Damping damper and manufacturing method thereof
JP6379006B2 (en) Vibration control device
JP2016014294A (en) Bearing wall frame
JP6994532B2 (en) How to attach the plate-shaped member
JP2019039201A (en) Joint structure of retrofit brace
JP2017026116A (en) Steel plate damper
JP7436405B2 (en) Vibration control beam structure
JP5612889B2 (en) Reinforcement structure of building unit
JP5219577B2 (en) Damping damper
JP6099140B2 (en) Steel flooring
JP4922058B2 (en) Damping structure and damping device

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20180914

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20190725

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20190805

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20190920

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: 20200221

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20200225

R150 Certificate of patent or registration of utility model

Ref document number: 6667247

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250