JP3196272U - Seismic strengthening hardware - Google Patents

Seismic strengthening hardware Download PDF

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JP3196272U
JP3196272U JP2014006710U JP2014006710U JP3196272U JP 3196272 U JP3196272 U JP 3196272U JP 2014006710 U JP2014006710 U JP 2014006710U JP 2014006710 U JP2014006710 U JP 2014006710U JP 3196272 U JP3196272 U JP 3196272U
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fixing member
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榎本 一角
一角 榎本
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【課題】建物の縦揺れおよび横揺れに対応可能でナットの緩みを抑制する、耐震強化金物を提供する。【解決手段】柱の壁面側に取り付けられる上部固定部材5と、上部固定部材5の下方で基礎に取り付けられる下部固定部材9と、上部固定部材5と下部固定部材9を連結するボルト11とナット13からなる連結部材15と、ボルト11の上下に挿入される2つのスプリング17aとを備え、上部固定部材5は、柱の壁面側に取り付けられる上下に長い板状部19と、この板状部の下部に水平方向に延出し、かつ、ボルト11を挿入する孔を有する上部延出部23とからなり、下部固定部材9は、基礎に取り付けられる板状部25と、この板状部25の上部に水平方向に延出し、かつ、ボルト11を挿入する孔を有する下部延出部27とからなり、2つのスプリング17aは、上部延出部23の上側と下部延出部27の下側にそれぞれ配置され、固定される。【選択図】図1An object of the present invention is to provide a seismic strengthening hardware capable of responding to vertical and horizontal shaking of a building and suppressing loosening of a nut. An upper fixing member attached to a wall surface side of a pillar, a lower fixing member attached to a foundation below the upper fixing member, a bolt and a nut connecting the upper fixing member and the lower fixing member. 13, and two springs 17 a inserted above and below the bolt 11, and the upper fixing member 5 includes a plate-like portion 19 that is long and attached to the wall surface side of the column, and the plate-like portion. The lower fixing member 9 includes a plate-like portion 25 attached to the foundation and a plate-like portion 25 extending horizontally in the lower portion and having a hole into which the bolt 11 is inserted. It consists of a lower extension part 27 extending horizontally in the upper part and having a hole for inserting the bolt 11, and the two springs 17 a are arranged above the upper extension part 23 and below the lower extension part 27. Each arranged , It is fixed. [Selection] Figure 1

Description

本考案は、建物の耐震強化金物に関するものである。   The present invention relates to a seismic strengthening hardware of a building.

従来の耐震構造としては、例えば、建物の基礎と柱を固定するアンカーボルトの上部に、スプリングを取り付けてあるものが存在していた。   As a conventional earthquake-resistant structure, for example, there is a structure in which a spring is attached to an upper portion of an anchor bolt for fixing a foundation and a pillar of a building.

そして、縦方向の引っ張り力が生じた場合に、取り付け金具を伸張させることにより、建物が損傷することを防止していた(特許文献1参照)。   And when the tensile force of the vertical direction arises, it was preventing that a building was damaged by extending | stretching an attachment metal fitting (refer patent document 1).

この特許文献1は、柱に複数本の釘やビス等によって固定される固定部が形成された支持筒と、この支持筒内に一端部がスライド移動可能に挿入され、他端部が土台あるいは土台のアンカーボルトにナットで固定される作動杆と、前記支持筒内に設けられた設定値以上の引張り力が作用すると、前記作動杆が該支持筒より引き出され、設定値以下の場合には前記土台に柱を固定状態に支持させるスプリングとからなることを特徴とする柱取り付け金具を開示している。   In Patent Document 1, a support cylinder in which a fixing part fixed to a pillar by a plurality of nails, screws, or the like is formed, and one end part is slidably inserted into the support cylinder, and the other end part is a base or When an operating rod fixed to the anchor bolt of the base with a nut and a tensile force greater than a set value provided in the support tube are applied, the operating rod is pulled out from the support tube, A column mounting bracket comprising a spring that supports the column in a fixed state on the base is disclosed.

特開2002−364071号公報JP 2002-364071 A

しかし、特許文献1に記載の柱取り付け金具は、アンカーボルトの下方が基礎に固定されているため、上下方向の引張り力をスプリングで緩和することができるが、建物の横揺れに対応できない場合があった。   However, since the lower part of the anchor bolt is fixed to the foundation, the column mounting bracket described in Patent Document 1 can relieve the vertical pulling force with a spring, but may not be able to cope with the rolling of the building. there were.

また、建物の振動により、ナットに緩みが生じる場合があった。   In addition, the nut may become loose due to the vibration of the building.

そこで、本考案は、建物の縦揺れおよび横揺れに対応可能で、ナットの緩みを抑制する耐震強化金物を提供することを目的とする。   SUMMARY OF THE INVENTION An object of the present invention is to provide a seismic strengthening hardware that can cope with vertical and horizontal shaking of a building and suppresses loosening of a nut.

上記課題を解決するために、請求項1に記載の耐震強化金物に係る考案は、例えば、図1乃至図4に示すように、
柱の壁面側に取り付けられる上部固定部材と、上部固定部材の下方で基礎に取り付けられる下部固定部材と、上部固定部材と下部固定部材を連結するボルトとナットからなる連結部材と、ボルトの上下に挿入される2つのスプリングとを備え、
上部固定部材は、柱の壁面側に取り付けられる上下に長い板状部と、この板状部の下部に水平方向に延出し、かつ、ボルトを挿入する孔を有する上部延出部とからなり、
下部固定部材は、基礎に取り付けられる板状部と、この板状部の上部に水平方向に延出し、かつ、ボルトを挿入する孔を有する下部延出部とからなり、
2つのスプリングは、上部延出部の上側と下部延出部の下側にそれぞれ配置され、連結部材で上部延出部と下部延出部とに押し付けられるように固定され、
上部延出部の孔と下部延出部の孔はボルトの直径より大きく、ボルトの上下が左右反対方向に可動である事を特徴とする。
In order to solve the above-mentioned problem, as shown in FIG. 1 to FIG.
An upper fixing member attached to the wall surface of the column, a lower fixing member attached to the foundation below the upper fixing member, a connecting member composed of a bolt and a nut connecting the upper fixing member and the lower fixing member, and above and below the bolt With two inserted springs,
The upper fixing member is composed of a plate-like part that is long on the top and bottom attached to the wall surface side of the column, and an upper extension part that extends horizontally in the lower part of this plate-like part and has a hole for inserting a bolt
The lower fixing member is composed of a plate-like portion attached to the foundation, and a lower extension portion extending horizontally in the upper portion of the plate-like portion and having a hole for inserting a bolt,
The two springs are respectively arranged on the upper side of the upper extension part and the lower side of the lower extension part, and are fixed so as to be pressed against the upper extension part and the lower extension part by the connecting member,
The hole of the upper extension part and the hole of the lower extension part are larger than the diameter of the bolt, and the upper and lower sides of the bolt are movable in opposite directions.

請求項1に記載の耐震強化金物に係る考案によれば、柱の壁面側に取り付けられる上部固定部材と、上部固定部材の下方で基礎に取り付けられる下部固定部材と、上部固定部材と下部固定部材を連結するボルトとナットからなる連結部材と、ボルトの上下に挿入される2つのスプリングとを備え、上部固定部材は、柱の壁面側に取り付けられる上下に長い板状部と、この板状部の下部に水平方向に延出し、かつ、ボルトを挿入する孔を有する上部延出部とからなり、下部固定部材は、基礎に取り付けられる板状部と、この板状部の上部に水平方向に延出し、かつ、ボルトを挿入する孔を有する下部延出部とからなり、2つのスプリングは、上部延出部の上側と下部延出部の下側にそれぞれ配置され、連結部材で上部延出部と下部延出部とに押し付けられるように固定され、上部延出部の孔と下部延出部の孔はボルトの直径より大きく、ボルトの上下が左右反対方向に可動であるので、ボルトの上下に配置されたスプリングによりボルトの頭部とナットを押さえてナットの緩みを抑制し、かつ、建物の縦揺れおよび横揺れに対応することができる。   According to the device according to claim 1, the upper fixing member attached to the wall surface side of the column, the lower fixing member attached to the foundation below the upper fixing member, the upper fixing member and the lower fixing member The upper fixing member includes a plate-like portion that is long and attached to the wall surface side of the column, and a plate-like portion that is attached to the wall surface of the column. The lower fixing member includes a plate-like portion attached to the foundation and a horizontal portion on the upper portion of the plate-like portion. The two springs are arranged on the upper side of the upper extension part and the lower side of the lower extension part. To the bottom and the lower extension Since the hole of the upper extension part and the hole of the lower extension part are larger than the diameter of the bolt and the upper and lower parts of the bolt are movable in the left and right directions, the bolts are moved by springs arranged above and below the bolts. It is possible to suppress the loosening of the nut by pressing the head and nut of the, and to cope with the pitching and rolling of the building.

請求項2に記載の耐震強化金物に係る考案は、例えば、図1に示すように、上部固定部材は土台と柱とに固定されている事を特徴とする。   The invention related to the seismic strengthening hardware according to claim 2 is characterized in that, for example, as shown in FIG. 1, the upper fixing member is fixed to a base and a pillar.

請求項2に記載の耐震強化金物に係る考案によれば、上部固定部材は土台と柱とに固定されているので、土台から柱が抜けることを防止できる。   According to the invention relating to the seismic strengthened hardware according to claim 2, since the upper fixing member is fixed to the base and the pillar, it is possible to prevent the pillar from coming off from the base.

請求項3に記載の耐震強化金物に係る考案は、例えば、図5,図6に示すように、建物の隅部の土台と柱に取り付けられる平面視L字型の長尺部材を更に備え、上部固定部材は土台と柱に取り付けられた長尺部材の表面に取り付けられている事を特徴とする。   The invention related to the earthquake-proof strengthening hardware according to claim 3 further includes, for example, an L-shaped long member in plan view attached to a base and a pillar at the corner of the building, as shown in FIGS. The upper fixing member is attached to the surface of the long member attached to the base and the pillar.

請求項3に記載の耐震強化金物に係る考案によれば、建物の隅部の土台と柱に取り付けられる平面視L字型の長尺部材を更に備えているので、隅部の柱を補強することができ、上部固定部材は土台と柱に取り付けられた長尺部材の表面に取り付けられるので、柱が土台から引き抜かれることを更に防止することができる。   According to the invention related to the seismic strengthening hardware according to claim 3, since it is further provided with an L-shaped long member that is attached to the base and the pillar at the corner of the building, the pillar at the corner is reinforced. Since the upper fixing member is attached to the surface of the long member attached to the base and the pillar, it is possible to further prevent the pillar from being pulled out from the base.

請求項4に記載の耐震強化金物に係る考案は、上部固定部材の板状部は、平面視L字型の長尺部材である事を特徴とする。   The invention related to the seismic strengthening hardware according to claim 4 is characterized in that the plate-like portion of the upper fixing member is a long member having an L shape in plan view.

請求項4に記載の耐震強化金物に係る考案によれば、上部固定部材の板状部は、平面視L字型の長尺部材であるので、上部固定部材で柱を補強することができる。   According to the invention relating to the seismic strengthened hardware according to claim 4, since the plate-like portion of the upper fixing member is an L-shaped long member in plan view, the column can be reinforced by the upper fixing member.

請求項5に記載の耐震強化金物に係る考案は、上部固定部材は、壁面に取り付けられている事を特徴とする。   The device according to claim 5 is characterized in that the upper fixing member is attached to the wall surface.

請求項5に記載の耐震強化金物に係る考案によれば、上部固定部材は、壁面に取り付けられているので、壁を切る場合と比べて施工コストを低減することができる。   According to the invention relating to the seismic strengthened hardware according to claim 5, since the upper fixing member is attached to the wall surface, the construction cost can be reduced as compared with the case of cutting the wall.

請求項6に記載の耐震強化金物に係る考案は、例えば、図1乃至図4に示すように、上部固定部材の板状部と上部延出部とを接続している上部補強部と、下部固定部材の板状部と下部延出部とを接続している下部補強部とを備えている事を特徴とする。   The invention relating to the seismic strengthening hardware according to claim 6 is, for example, as shown in FIG. 1 to FIG. 4, an upper reinforcing part connecting the plate-like part of the upper fixing member and the upper extension part, and a lower part The lower reinforcement part which connects the plate-shaped part and lower extension part of a fixing member is provided, It is characterized by the above-mentioned.

請求項6に記載の耐震強化金物に係る考案によれば、上部固定部材の板状部と上部延出部とを接続している上部補強部と、下部固定部材の板状部と下部延出部とを接続している下部補強部とを備えているので、上部固定部材と下部固定部材とを強く固定することができる。   According to the invention relating to the seismic strengthened hardware according to claim 6, the upper reinforcing portion connecting the plate-like portion of the upper fixing member and the upper extension portion, and the plate-like portion and the lower extension of the lower fixing member Since the lower reinforcement part which connects the part is provided, the upper fixing member and the lower fixing member can be strongly fixed.

本考案によれば、建物の縦揺れおよび横揺れに対応可能でナットの緩みを抑制する耐震強化金物を提供することができる。   ADVANTAGE OF THE INVENTION According to this invention, the earthquake-proof reinforcement metal fitting which can respond to the pitching and rolling of a building and suppresses loosening of a nut can be provided.

本考案に係る耐震強化金物を取り付けた一例を示す斜視図である。It is a perspective view which shows an example which attached the earthquake-proof reinforcement metal fitting based on this invention. 図1の分解斜視図である。FIG. 2 is an exploded perspective view of FIG. 1. (a)は本考案に係る耐震強化金物の通常時を示す側面図であり、(b)は建物の土台が基礎から上方に移動している状態を示す側面図である。(A) is a side view which shows the normal time of the seismic strengthening hardware based on this invention, (b) is a side view which shows the state which the base of a building is moving upwards from the foundation. (a)は本考案に係る耐震強化金物の通常時を示す側面図であり、(b)は建物の土台が基礎から横方向に移動している状態を示す側面図である。(A) is a side view which shows the normal time of the seismic strengthening hardware based on this invention, (b) is a side view which shows the state which the base of a building is moving to the horizontal direction from the foundation. 本考案に係る耐震強化金物を取り付けた一例を示す斜視図であり、平面視L字型の長尺部材を更に備えた例を示す斜視図である。It is a perspective view which shows an example which attached the earthquake-proof reinforcement metal fitting which concerns on this invention, and is a perspective view which further provided the elongate member of the planar view L shape. 図5の分解斜視図である。FIG. 6 is an exploded perspective view of FIG. 5.

以下、図面を参照して、本考案の一実施の形態について説明する。   Hereinafter, an embodiment of the present invention will be described with reference to the drawings.

<実施の形態>
図1乃至図4は、本考案に係る耐震強化金物の実施の形態を示す。
<Embodiment>
1 to 4 show an embodiment of a seismic strengthening hardware according to the present invention.

本考案に係る耐震強化金物1は、壁面側の柱3に取り付けられる上部固定部材5と、上部固定部材5の下方で基礎7に取り付けられる下部固定部材9と、上部固定部材5と下部固定部材9を連結するボルト11とナット13からなる連結部材15と、ボルト11の上下に挿入される2つのスプリング17a,17bとを備えている。   The seismic strengthening hardware 1 according to the present invention includes an upper fixing member 5 attached to the wall-side column 3, a lower fixing member 9 attached to the foundation 7 below the upper fixing member 5, an upper fixing member 5 and a lower fixing member. 9, a connecting member 15 including a bolt 11 and a nut 13, and two springs 17 a and 17 b inserted above and below the bolt 11.

上部固定部材5は、柱3の壁面側に取り付けられる上下に長い板状部19と、この長い板状部19の下部に水平方向に延出し、かつ、ボルト11を挿入する孔21aを有する上部延出部23とからなり、下部固定部材9は、基礎7に取り付けられる板状部25と、この板状部25の上部に水平方向に延出し、かつ、ボルト11を挿入する孔21bを有する下部延出部27とからなり、2つのスプリング17a,17bは、上部延出部23の上側と下部延出部27の下側にそれぞれ配置され、連結部材15で上部延出部23と下部延出部27とに押し付けられるように固定され、上部延出部23の孔21aと下部延出部27の孔21bはボルト11の直径より大きく、ボルト11の上下が左右反対方向に可動であるように構成されている。   The upper fixing member 5 has an upper and lower plate-like portion 19 attached to the wall surface side of the pillar 3, and an upper portion having a hole 21 a into which a bolt 11 is inserted and extends horizontally below the long plate-like portion 19. The lower fixing member 9 includes a plate-like portion 25 attached to the foundation 7 and a hole 21b that extends in the horizontal direction on the upper portion of the plate-like portion 25 and into which the bolt 11 is inserted. The two springs 17a and 17b are arranged on the upper side of the upper extension part 23 and the lower side of the lower extension part 27, respectively, and are connected to the upper extension part 23 and the lower extension part by the connecting member 15. The hole 21a of the upper extension part 23 and the hole 21b of the lower extension part 27 are larger than the diameter of the bolt 11 so that the upper and lower sides of the bolt 11 can be moved in opposite directions. It is configured.

また、上部固定部材5は、上部固定部材5の長い板状部19と上部延出部23との立面視側部を接続している2つの板状の上部補強部29とを備え、下部固定部材9は、下部固定部材9の板状部25と下部延出部27との立面視側部を接続している2つの板状の下部補強部31とを備えている。   The upper fixing member 5 includes two plate-like upper reinforcing portions 29 that connect the long plate-like portion 19 of the upper fixing member 5 and the side portion of the upper extending portion 23 in an elevation view. The fixing member 9 includes two plate-like lower reinforcing portions 31 that connect the side portions of the lower fixing member 9 with the plate-like portion 25 and the lower extending portion 27 as viewed in elevation.

上部延出部23の孔21aと下部延出部27の孔21bは、それぞれ直径30乃至40mmである。スプリングは、上スプリング17aと下スプリング17bとがある。図2に示すように、ボルト11の頭部33側に上スプリング17aが配置され、上部延出部23の孔21aと下部水平部の孔21bにボルト11の先端が挿入され、下スプリング17bにボルト11の先端が挿入されてナット13で固定される。   The hole 21a of the upper extension part 23 and the hole 21b of the lower extension part 27 each have a diameter of 30 to 40 mm. The spring includes an upper spring 17a and a lower spring 17b. As shown in FIG. 2, the upper spring 17a is arranged on the head 33 side of the bolt 11, the tip of the bolt 11 is inserted into the hole 21a of the upper extension 23 and the hole 21b of the lower horizontal part, and the lower spring 17b is inserted. The tip of the bolt 11 is inserted and fixed with a nut 13.

図1及び図2に示すように、上部固定部材5の長い板状部19は、長手方向に複数の孔45を有し、土台4と柱3とに開けられた複数のコーチ穴35にそれぞれ複数のコーチボルト37を介して固定されている。また、下部固定部材9の板状部25は、複数の孔46を備えており、基礎7に開けられた複数のアンカー穴39にそれぞれ複数のアンカーボルト41を介して固定されている。   As shown in FIGS. 1 and 2, the long plate-like portion 19 of the upper fixing member 5 has a plurality of holes 45 in the longitudinal direction, and a plurality of coach holes 35 formed in the base 4 and the pillars 3 respectively. It is fixed via a plurality of coach bolts 37. The plate-like portion 25 of the lower fixing member 9 includes a plurality of holes 46 and is fixed to a plurality of anchor holes 39 formed in the foundation 7 via a plurality of anchor bolts 41, respectively.

図3(a)に示すように、通常の状態では、上スプリング17aが伸びた状態でボルト11の頭部33と上部延出部23との間を広げるように配置され、下スプリング17bが伸びた状態で下部延出部27とナット13の間を広げるように配置されている。   As shown in FIG. 3A, in a normal state, the upper spring 17a is extended so that the space between the head 33 and the upper extension 23 of the bolt 11 is widened, and the lower spring 17b is extended. In such a state, the space between the lower extension 27 and the nut 13 is widened.

また、図3(b)に示すように、建物の土台4が基礎7から上方に移動している状態では、上スプリング17aと下スプリング17bが縮んだ状態となり、上スプリング17aと下スプリング17bがそれぞれ伸びて、図3(a)に示す元の状態に戻すように土台4を下方に引っ張る力が作用する。   Further, as shown in FIG. 3B, when the building base 4 is moving upward from the foundation 7, the upper spring 17a and the lower spring 17b are contracted, and the upper spring 17a and the lower spring 17b are A force for pulling the base 4 downward acts so as to extend and return to the original state shown in FIG.

図4(a)に示すように、通常の状態では、上スプリング17aが伸びた状態でボルト11の頭部33と上部延出部23との間を広げるように配置され、下スプリングが伸びた状態で下部延出部27とナット13の間を広げるように配置されている。   As shown in FIG. 4A, in a normal state, the upper spring 17a is extended so that the space between the head 33 and the upper extension 23 of the bolt 11 is widened, and the lower spring is extended. It arrange | positions so that the space between the lower extension part 27 and the nut 13 may be expanded in the state.

また、図4(b)に示すように、建物の土台4が基礎7から上方に移動し、かつ、左方向に移動している状態では、特に、上スプリング17aの右側が縮んだ状態となり、かつ、下スプリング17bが縮んだ状態となる。そして、上スプリング17aと下スプリング17bがそれぞれ伸びて、図4(a)に示す元の状態に戻すように土台4を右側下方に引っ張る力が作用する。上スプリング17aと下スプリング17bを備えることにより、縦方向に加えて、横方向にも元の状態に戻すように基礎7上の建物に力が加わる。   In addition, as shown in FIG. 4B, in the state where the base 4 of the building is moving upward from the foundation 7 and moving leftward, in particular, the right side of the upper spring 17a is contracted, And the lower spring 17b will be in the contracted state. Then, the upper spring 17a and the lower spring 17b each extend, and a force for pulling the base 4 downward is applied so as to return to the original state shown in FIG. By providing the upper spring 17a and the lower spring 17b, a force is applied to the building on the foundation 7 so as to return to the original state in the horizontal direction in addition to the vertical direction.

<変形例1>
上記実施の形態においては、壁面側の柱3に取り付けられる上部固定部材5について説明した。しかし、これに限られず、上部固定部材5を壁面に取り付けてもよい。既存の建物に壁を切らずに耐震強化金物1を取り付ける場合、壁を切る場合と比較すると施工費用を1/4から1/5程低減することができる。
<Modification 1>
In the said embodiment, the upper fixing member 5 attached to the pillar 3 by the side of a wall surface was demonstrated. However, it is not restricted to this, You may attach the upper fixing member 5 to a wall surface. When the seismic strengthening hardware 1 is attached to an existing building without cutting the wall, the construction cost can be reduced by about 1/4 to 1/5 compared with the case of cutting the wall.

<変形例2>
上記実施の形態においては、壁面側の柱3に取り付けられる上部固定部材5について説明した。しかし、これに限られず、図5、図6に示すように、建物の隅部の土台4と柱3に取り付けられる平面視L字型の長尺部材43を更に備え、上部固定部材5は土台4と柱3の長尺部材43の表面に取り付けられているものであってもよい。この長尺部材43は、複数の孔44を備えている。
<Modification 2>
In the said embodiment, the upper fixing member 5 attached to the pillar 3 by the side of a wall surface was demonstrated. However, the present invention is not limited to this, and as shown in FIGS. 5 and 6, the base 4 at the corner of the building and the L-shaped long member 43 attached to the pillar 3 are further provided, and the upper fixing member 5 is the base. 4 and the long member 43 of the pillar 3 may be attached to the surface. The elongated member 43 includes a plurality of holes 44.

尚、長尺部材43を2階の柱3まで延出させることにより、1階と2階との境目部分に加わる力を長尺部材43で吸収することにより、1階部分の倒壊を防止することができる。   In addition, by extending the long member 43 to the pillar 3 on the second floor, the long member 43 absorbs the force applied to the boundary between the first floor and the second floor, thereby preventing the first floor from collapsing. be able to.

<変形例3>
上記実施の形態においては、壁面側の柱3に取り付けられる長い板状部19を備える上部固定部材5について説明した。しかし、これに限られず、板状部25は平面視L字型の長尺部であってもよい。なお、この長尺部を2階の柱3まで延出させることにより、1階と2階との境目部分に加わる力を長尺部で吸収することにより、1階部分の倒壊を防止することができる。
<Modification 3>
In the said embodiment, the upper fixing member 5 provided with the long plate-shaped part 19 attached to the pillar 3 by the side of a wall surface was demonstrated. However, the present invention is not limited to this, and the plate-like portion 25 may be a long portion having an L shape in plan view. By extending this long part to the pillar 3 on the second floor, the long part absorbs the force applied to the boundary between the first floor and the second floor, thereby preventing the first floor from collapsing. Can do.

1 耐震強化金物
3 柱
4 土台
5 上部固定部材
7 基礎
9 下部固定部材
11 ボルト
13 ナット
15 連結部材
17a 上スプリング
17b 下スプリング
19 長い板状部
21a,21b 孔
23 上部延出部
25 板状部
27 下部延出部
29 上部補強部
31 下部補強部
33 頭部
35 コーチ穴
37 コーチボルト
39 アンカー穴
41 アンカーボルト
43 長尺部材
44 孔
45 孔
46 孔
DESCRIPTION OF SYMBOLS 1 Seismic strengthening hardware 3 Pillar 4 Base 5 Upper fixing member 7 Foundation 9 Lower fixing member 11 Bolt 13 Nut 15 Connecting member 17a Upper spring 17b Lower spring 19 Long plate-like part 21a, 21b Hole 23 Upper extension part 25 Plate-like part 27 Lower extension 29 Upper reinforcement 31 Lower reinforcement 33 Head 35 Coach hole 37 Coach bolt 39 Anchor hole 41 Anchor bolt 43 Long member 44 Hole 45 Hole 46 Hole

Claims (6)

柱の壁面側に取り付けられる上部固定部材と、上部固定部材の下方で基礎に取り付けられる下部固定部材と、上部固定部材と下部固定部材を連結するボルトとナットからなる連結部材と、ボルトの上下に挿入される2つのスプリングとを備え、
上部固定部材は、柱の壁面側に取り付けられる上下に長い板状部と、この板状部の下部に水平方向に延出し、かつ、ボルトを挿入する孔を有する上部延出部とからなり、
下部固定部材は、基礎に取り付けられる板状部と、この板状部の上部に水平方向に延出し、かつ、ボルトを挿入する孔を有する下部延出部とからなり、
2つのスプリングは、上部延出部の上側と下部延出部の下側にそれぞれ配置され、連結部材で上部延出部と下部延出部とに押し付けられるように固定され、
上部延出部の孔と下部延出部の孔はボルトの直径より大きく、ボルトの上下が左右反対方向に可動である事を特徴とする耐震強化金物。
An upper fixing member attached to the wall surface of the column, a lower fixing member attached to the foundation below the upper fixing member, a connecting member composed of a bolt and a nut connecting the upper fixing member and the lower fixing member, and above and below the bolt With two inserted springs,
The upper fixing member is composed of a plate-like part that is long on the top and bottom attached to the wall surface side of the column, and an upper extension part that extends horizontally in the lower part of this plate-like part and has a hole for inserting a bolt
The lower fixing member is composed of a plate-like portion attached to the foundation, and a lower extension portion extending horizontally in the upper portion of the plate-like portion and having a hole for inserting a bolt,
The two springs are respectively arranged on the upper side of the upper extension part and the lower side of the lower extension part, and are fixed so as to be pressed against the upper extension part and the lower extension part by the connecting member,
A seismic strengthening hardware characterized in that the hole of the upper extension part and the hole of the lower extension part are larger than the diameter of the bolt, and the upper and lower parts of the bolt are movable in the left and right directions.
上部固定部材は土台と柱とに固定されている事を特徴とする請求項1に記載の耐震強化金物。   The seismic strengthening hardware according to claim 1, wherein the upper fixing member is fixed to the base and the pillar. 建物の隅部の土台と柱に取り付けられる平面視L字型の長尺部材を更に備え、上部固定部材は土台と柱の長尺部材の表面に取り付けられている事を特徴とする請求項1または請求項2に記載の耐震強化金物。   2. A long L-shaped member that is attached to a base and a pillar at the corner of the building in plan view, and the upper fixing member is attached to the surface of the long member of the base and the pillar. Or the earthquake-proof reinforcement metal fitting of Claim 2. 上部固定部材の板状部は、平面視L字型の長尺部材である事を特徴とする請求項1乃至3のいずれか一項に記載の耐震強化金物。   The seismic strengthening hardware according to any one of claims 1 to 3, wherein the plate-like portion of the upper fixing member is a long member having an L shape in plan view. 上部固定部材は、壁面に取り付けられている事を特徴とする請求項1乃至4のいずれか一項に記載の耐震強化金物。   The seismic strengthening hardware according to any one of claims 1 to 4, wherein the upper fixing member is attached to a wall surface. 上部固定部材の板状部と上部延出部とを接続している上部補強部と、下部固定部材の板状部と下部延出部とを接続している下部補強部とを備えている事を特徴とする請求項1乃至5のいずれか一項に記載の耐震強化金物。   An upper reinforcing portion connecting the plate-like portion of the upper fixing member and the upper extending portion; and a lower reinforcing portion connecting the plate-like portion of the lower fixing member and the lower extending portion. The seismic strengthening hardware according to any one of claims 1 to 5.
JP2014006710U 2014-12-18 2014-12-18 Seismic strengthening hardware Expired - Fee Related JP3196272U (en)

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