JP3150716U - Reinforcement structure of buildings and structures - Google Patents

Reinforcement structure of buildings and structures Download PDF

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JP3150716U
JP3150716U JP2009001453U JP2009001453U JP3150716U JP 3150716 U JP3150716 U JP 3150716U JP 2009001453 U JP2009001453 U JP 2009001453U JP 2009001453 U JP2009001453 U JP 2009001453U JP 3150716 U JP3150716 U JP 3150716U
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reinforcing
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buildings
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中村 拓造
拓造 中村
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中村物産有限会社
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【課題】建築物及び建造物に対する押圧力や引張力(伸長力)、特に水平荷重に対する補強を強化した補強構造を提供する。【解決手段】補強構造は、複数の湾曲形状を有するバネ鋼からなる板状金属部材を、湾曲面を対向させて該板状金属部材間に空間部を形成して該複数の板状金属部材の両端を締結し、該空間部にダンパー部材を備えた構成からなる補強部材30を、相対する柱部材10と横架材20とで形成される空間に、柱部材10と横架材20とが接合する角部の一方から対向する他方の角部間に連結部材301を介して架け渡して配設したことを特徴とする。【選択図】図1The present invention provides a reinforcing structure for reinforcing a building and a pressing force and tensile force (extension force) on the building, in particular, reinforcement against a horizontal load. A reinforcing structure includes a plurality of plate-shaped metal members formed by forming a space between plate-shaped metal members made of spring steel having a plurality of curved shapes so that the curved surfaces are opposed to each other. The reinforcing member 30 having a configuration including a damper member in the space portion is fastened to the space formed by the opposing column member 10 and the horizontal member 20, and the column member 10 and the horizontal member 20. It is characterized in that it is arranged so as to be bridged through a connecting member 301 between one corner portion to be joined to the other corner portion facing each other. [Selection] Figure 1

Description

本考案は、建築物及び建造物の補強構造に関し、詳しくは、制震性及び耐震性が強化された建築物及び建造物の補強構造に関する。   The present invention relates to a building and a reinforcing structure for a building, and more particularly to a building and a reinforcing structure for a building that have improved seismic control and earthquake resistance.

木造建築物における柱部材、土台、梁等の横架材等の木造枠組工法建築物の構造部材、鉄骨建築物における柱構造部材や横架材の鉄骨等の構造部材において、これらの構造部材が相互に接合する構造部材間に、筋交いや火打ち梁やフレーズなどの補強部材を架け渡した補強構造が知られている。また一方の構造部材から他方の構造部材間に、構造部材間の接合部を跨いで板バネからなる補強部材を架け渡して補強する補強構造が知られている。   These structural members are structural members such as pillar members in wooden buildings, wooden frame construction methods such as horizontal members such as foundations and beams, and structural members such as pillar members in steel buildings and steel frames of horizontal members. 2. Description of the Related Art A reinforcing structure is known in which reinforcing members such as braces, fire beams and phrases are bridged between structural members that are joined together. Further, there is known a reinforcing structure in which a reinforcing member made of a leaf spring is bridged between one structural member and the other structural member so as to straddle a joint portion between the structural members.

例えば、特許文献1には、一方の構造材の途中から他方の構造材の途中に、複数のバネ鋼で構成される重ね板バネが架け渡されて構造材間に取り付けられると共に重ね板バネの動きを拘束するダンパーを構造材間に設け、さらに該重ね板バネ及びダンパーを囲むように合成樹脂発泡体が配置されている構成の補強部材及び該補強部材による補強構造が示されている。
特許文献2には、複数の板バネで構成される空間部に板バネ同士に連結し耐力を付与する金属部材が設けられた補強部材を、建築物の構造部材同士の接合部を跨いで一方の構造部材から他方の構造部材に架け渡して補強する補強構造が示されている。
特許文献3には、複数の板バネで構成される空間部に板バネ同士に連結するダンパー部材または/および合成樹脂発泡体を設けた補強部材を、構造部材同士の接合部を跨いで、一方の構造部材から他方の構造部材(柱部材と横架材)に架け渡して補強する補強構造、さらに補強部材と隣接する構造部材とで囲まれる空間部に合成樹脂発泡体を充填した補強構造が開示されている。
特許文献4には、複数の板バネで構成される空間部に、板バネ同士に連結する、形状の異なる補助金属部材を設けた構造からなる補助部材を構造部材同士の接合部を跨いで、一方の構造部材から他方の構造部材(柱部材と横架材)に架け渡して補強する補強構造が開示されている。
特許文献5には、L字状に折曲した第1金具と該金具の折曲基端部を補強する補助部材と、第1金具の両端との固定部を有し且つ中央部にクッションラウンドを形成した第2金具とで構成される補強部材を、構造部材同士の接合部に沿って双方の構造部材に取付け補強することが記載されている。
For example, in Patent Document 1, a laminated leaf spring composed of a plurality of spring steels is bridged and attached between structural members from the middle of one structural member to the middle of the other structural member. A reinforcing member having a configuration in which a damper for restraining movement is provided between structural members and a synthetic resin foam is disposed so as to surround the overlapping leaf spring and the damper, and a reinforcing structure by the reinforcing member are shown.
In Patent Document 2, a reinforcing member provided with a metal member that is connected to leaf springs in a space portion constituted by a plurality of leaf springs and imparts proof strength is straddled across a joint portion between structural members of a building. A reinforcing structure is shown in which the structural member is reinforced over the other structural member.
In Patent Document 3, a reinforcing member provided with a damper member or / and a synthetic resin foam connected to leaf springs in a space constituted by a plurality of leaf springs, straddling a joint portion between structural members, A reinforcing structure that bridges and reinforces the structural member from one structural member to the other structural member (the column member and the horizontal member), and a reinforcing structure that is filled with a synthetic resin foam in a space surrounded by the reinforcing member and the adjacent structural member It is disclosed.
In Patent Document 4, an auxiliary member composed of a structure in which auxiliary metal members having different shapes connected to leaf springs are provided in a space portion constituted by a plurality of leaf springs, straddling a joint portion between structural members, A reinforcing structure is disclosed in which one structural member is reinforced over the other structural member (column member and horizontal member).
Patent Document 5 includes a first metal fitting bent in an L shape, an auxiliary member that reinforces the bent base end portion of the metal fitting, and a fixing portion between both ends of the first metal fitting, and a cushion round at the center. It is described that a reinforcing member composed of a second metal fitting formed with a reinforcing member is attached and reinforced to both structural members along a joint portion between the structural members.

特開2004−19226号公報JP 2004-19226 A 特開2005−350937号公報JP 2005-350937 A 特公表WO2004/051015号公報Special Publication WO2004 / 051015 特開2008−88641号公報JP 2008-88641 A 特開2001−200590号公報JP 2001-200590 A

上記の特許文献に記載の補強構造は、構造部材が相互に接合する構造部材間に筋交いやフレーズ、火打梁等を設ける補強方法に比べると、地震や台風等による建築物にかかる強度の振動、揺れなどの負荷(応力)に対し、そのエネルギーを吸収し、振動や揺れを速やかに減衰する耐震性、制震性に優れている。
上記特許文献に記載の補強構造は、いずれも建築物の構造部材が相互に接合する接合部を跨いで双方の構造部材に取付けて補強する補強構造である。このような構造部材の接合部を跨いで補強する方法による補強構造では、特に建築物の水平方向の荷重(応力)に対する補強効果が必ずしも十分でないことがあった。
本考案者は、建築物及び建造物の補強構造における補強部材の構造部材への取付け方法についてさらなる検討を重ね、本考案を為した。
すなわち、本考案は建築物及び建造物に対する押圧力や引張力(伸長力)、特に水平荷重に対する補強を強化した補強構造を提供するものである。
なお、本明細書において「建築物及び建造物」を単に「建築物」または「建造物」と記すこともある。
The reinforcement structure described in the above-mentioned patent document is a vibration of strength applied to a building due to an earthquake, a typhoon, or the like, compared to a reinforcement method in which braces and phrases, fire beams, etc. are provided between structural members that are joined to each other. It is excellent in seismic and damping properties that absorbs energy and quickly attenuates vibrations and vibrations against loads such as shaking.
Each of the reinforcing structures described in the above-mentioned patent documents is a reinforcing structure in which a structural member of a building is attached to both structural members and reinforces a joint portion where the structural members are joined to each other. In the reinforcement structure by the method of reinforcing across the joint part of such a structural member, the reinforcement effect especially with respect to the load (stress) in the horizontal direction of the building may not always be sufficient.
The present inventor conducted further studies on the method of attaching the reinforcing member to the structural member in the building and the reinforcing structure of the building.
That is, this invention provides the reinforcement structure which strengthened the reinforcement with respect to the pressing force and tension | tensile_strength (elongation force) with respect to a building and a building, especially a horizontal load.
In the present specification, “building and building” may be simply referred to as “building” or “building”.

本考案は、[1]建築物及び建造物を構成する構造部材間に架け渡して建築物及び建造物の補強を行う補強構造であって、複数の湾曲形状を有するバネ鋼からなる板状金属部材を、湾曲面を対向させて該板状金属部材間に空間部を形成して該複数の板状金属部材の両端を締結し、該空間部にダンパー部材を備えた構成からなる補強部材を、相対する柱部材と横架材とで形成される空間に、柱部材と横架材とが接合する角部の一方から対向する他方の角部間に連結部材を介して架け渡して配設したことを特徴とする補強構造に関する。   The present invention is [1] a reinforcing structure that reinforces a building and the building by spanning between the building and the structural members constituting the building, and is a plate-like metal made of spring steel having a plurality of curved shapes. A reinforcing member having a configuration in which a curved portion is opposed to each other, a space portion is formed between the plate-like metal members, both ends of the plurality of plate-like metal members are fastened, and a damper member is provided in the space portion. In the space formed by the opposing column member and the horizontal member, the bridge member is disposed between the opposite corners where the column member and the horizontal member are joined via a connecting member. The present invention relates to a reinforcing structure characterized by the above.

[2]また、建築物及び建造物を構成する構造部材間に架け渡して建築物及び建造物の補強を行う補強構造であって、複数の湾曲形状を有するバネ鋼からなる板状金属部材を、湾曲面を対向させて該板状金属部材間に空間部を形成して該複数の板状金属部材の両端を締結し、該空間部にダンパー部材を備えた構成からなる補強部材を、相対する柱部材と横架材とで形成される空間に、柱部材と横架材とが接合する角部の一方の横架材から対向する他方の角部の横架材間に連結部材を介して架け渡して配設したことを特徴とする補強構造に関する。 [2] A reinforcing structure that reinforces the building and the building by spanning between the building and the structural member constituting the building, and includes a plate-like metal member made of spring steel having a plurality of curved shapes. A reinforcing member having a configuration in which a curved portion is opposed to each other to form a space portion between the plate-like metal members and both ends of the plurality of plate-like metal members are fastened, and a damper member is provided in the space portion. In the space formed by the column member and the horizontal member, the connecting member is interposed between the horizontal member of the other corner facing from the horizontal member of the corner where the column member and the horizontal member are joined. The present invention relates to a reinforcing structure characterized in that it is arranged over a bridge.

[3]前記補強部材における複数の湾曲形状を有するバネ鋼からなる板状金属部材間で形成される空間部に備えられたダンパー部材が、異なる形状の金属部材を組合わせて構成されている前記[1]または[2]に記載の補強構造。 [3] The damper member provided in the space formed between the plate-shaped metal members made of spring steel having a plurality of curved shapes in the reinforcing member is configured by combining metal members having different shapes. The reinforcing structure according to [1] or [2].

[4]前記異なる形状の複数の金属部材の組合わせが、断面形状がS字形状と半円形形状の部材で構成されている前記[3]記載の補強構造。 [4] The reinforcing structure according to [3], wherein the combination of the plurality of metal members having different shapes is configured by a member having a cross-sectional shape of an S shape and a semicircular shape.

[5]前記補強部材における複数の湾曲形状を有するバネ鋼からなる板状金属部材間で形成される空間部に、異なる形状の金属部材を組合わせて構成される前記ダンパー部材を備え、前記空間部に合成樹脂発泡成形体が充填されている[1]〜[4]の何れかに記載の補強構造、を要旨とする。 [5] The space provided between the plate-shaped metal members made of spring steel having a plurality of curved shapes in the reinforcing member includes the damper member configured by combining metal members having different shapes, and the space The gist is the reinforcing structure according to any one of [1] to [4], in which a portion is filled with a synthetic resin foam molded article.

本考案の補強構造は、地震や台風などの強風等による過度の荷重による建築物および建造物への押圧力や引張力(伸長力)などの負荷エネルギーを吸収し、速やかに減衰し、建築物の変形や揺れを抑制し、耐震性、制震性に優れている。特に建築物に対する水平方向に荷重(負荷)がかかったとき、横架材のズレの変形を抑え元の状態に復元する復元力に優れた効果を奏する。   The reinforcing structure of the present invention absorbs load energy such as pressing force and tensile force (extension force) on buildings and buildings due to excessive loads due to strong winds such as earthquakes and typhoons, etc., and quickly attenuates them. Suppresses deformation and shaking, and is excellent in earthquake resistance and vibration control. In particular, when a load (load) is applied in the horizontal direction with respect to the building, there is an excellent effect of restoring force that suppresses deformation of the horizontal member and restores the original state.

本考案の補強構造の実施態様の一例を示す側面図である。It is a side view which shows an example of the embodiment of the reinforcement structure of this invention. 本考案の補強構造の他の実施態様の一例を示す側面図である。It is a side view which shows an example of the other embodiment of the reinforcement structure of this invention. 本考案における補強部材及び補強部材の連結部材との固定状態を示す図1の部分拡大図を示す。FIG. 2 is a partially enlarged view of FIG. 1 showing a fixing state of the reinforcing member and the connecting member of the reinforcing member in the present invention. 本考案における補強部材及び補強部材の連結部材との固定状態を示す図2の部分拡大図を示す。The fragmentary enlarged view of FIG. 2 which shows the fixed state with the reinforcement member in this invention and the connection member of a reinforcement member is shown.

本考案による補強構造は、建築物の構造部材間(柱部材と土台、梁等の横架材)で形成される空間、すなわち、相互に相対する柱部材および横架材で形成される空間に、隣り合う構造部材である柱部材と横架材が接合または交差する角部の一方から、該角部に対向する他方の角部に、補強部材を架け渡して建築物にかかる押圧力や引張力(伸長力)に対する応力を吸収し、構造部材の変形や歪、就中、横架材の歪(ズレ)を抑え、元の状態に復元することができるように構成された補強構造である。本明細書において前記「角部」とは構造部材同士の所謂接合部に限定されず、隅部とも呼ばれる構造部材同士の接合または交差部分およびその近傍を含む範囲をいう。また「柱部材」は特に断らない限り柱、間柱、縦胴縁等を含めた総称として記載する。   The reinforcing structure according to the present invention is a space formed between structural members of a building (horizontal members such as pillar members and foundations, beams, etc.), that is, a space formed by mutually opposing pillar members and horizontal members. A pressing member or a tensile force applied to a building by bridging a reinforcing member from one of the corners where the column member and the horizontal member, which are adjacent structural members, are joined or intersected to the other corner opposite the corner. It is a reinforcement structure that can absorb stress against force (extension force), suppress deformation and distortion of structural members, and in particular, distortion (displacement) of horizontal members, and restore the original state. . In the present specification, the “corner portion” is not limited to a so-called joint portion between structural members, but refers to a range including a joint portion or a crossing portion between structural members, which is also called a corner portion, and the vicinity thereof. In addition, “column member” is described as a generic term including columns, studs, vertical trunk edges and the like unless otherwise specified.

本考案の補強構造に用いられる前記補強部材は、複数の湾曲形状を有するバネ鋼からなる板状金属部材の湾曲面を対向させて該板状金属部材間に空間部を形成して、該板状金属部材の両端を締結し、該空間部にダンパー部材を備えた構成からなる。   The reinforcing member used in the reinforcing structure of the present invention is formed by forming a space portion between the plate-shaped metal members by facing the curved surfaces of the plate-shaped metal members made of spring steel having a plurality of curved shapes. Both ends of the metal member are fastened, and a damper member is provided in the space.

本考案の実施態様について、図面を参照して具体的に説明する。
本考案の補強構造は建築物における相互に相対する柱部材および土台、梁等の横架材の構造部材間で形成される空間に、隣り合う構造部材(柱部材と横架材)が接合する角部の一方から対向する他方の角部に亘って、特定の構成からなる補強部材が構造部材との連結部材を介して架け渡されて配設されている。
図1は本考案の補強構造の実施態様の一例を示す側面図を示し、図2は別の実施態様の一例を示す側面図を示す。図3は本考案における補強部材及び補強部材の連結部材との固定状態を示す図1の部分拡大図を示す。
図4は本考案における補強部材及び補強部材の連結部材との固定状態を示す図2の部分拡大図を示す。
Embodiments of the present invention will be specifically described with reference to the drawings.
In the reinforcing structure of the present invention, adjacent structural members (column members and horizontal members) are joined to the space formed between the column members facing each other in the building and the structural members of horizontal members such as foundations and beams. A reinforcing member having a specific configuration is arranged across a connecting member with a structural member from one of the corner portions to the other facing corner portion.
FIG. 1 shows a side view showing an example of an embodiment of the reinforcing structure of the present invention, and FIG. 2 shows a side view showing an example of another embodiment. FIG. 3 is a partially enlarged view of FIG. 1 showing a fixed state of the reinforcing member and the connecting member of the reinforcing member in the present invention.
FIG. 4 is a partially enlarged view of FIG. 2 showing a fixed state of the reinforcing member and the connecting member of the reinforcing member in the present invention.

図1の実施態様は鉄骨構造の建築物における補強構造の一具体例を示し、図2の実施態様は木造構造の建築物における補強構造の一具体例を示す。
すなわち、相互に相対する柱部材10、10と横架材20、20とで形成される空間に、補強部材30が、構造部材との連結部材301を介して、柱部材10と横架材20とが接合する角部の一方から、対向する他方の角部に、架け渡されて配設されている。該補強部材30は、その両端の固定部41でそれぞれ構造部材との連結部材301の一端に固定されており、該連結部材301の他端を、柱部材と横架材とが接合する接合部(角部)に設けられた固定部40に固定されている。
The embodiment of FIG. 1 shows a specific example of a reinforcing structure in a steel structure building, and the embodiment of FIG. 2 shows a specific example of a reinforcing structure in a wooden structure building.
In other words, in the space formed by the column members 10 and 10 and the horizontal members 20 and 20 that face each other, the reinforcing member 30 is connected to the column member 10 and the horizontal member 20 via the connecting member 301 with the structural member. Are arranged so as to be bridged from one of the corners to which the two are joined to the other opposite corner. The reinforcing member 30 is fixed to one end of a connecting member 301 with a structural member by fixing portions 41 at both ends thereof, and the other end of the connecting member 301 is joined to a column member and a horizontal member. It is being fixed to the fixing | fixed part 40 provided in (corner | corner part).

本考案における補強部材は、建築物の構造部材に加わる押圧力及び引張力(伸長力)を吸収可能な、湾曲形状を有する複数のバネ鋼からなる板状金属部材31、32を、湾曲面を対向させて該板状金属部材間に空間部を形成して該複数の板状金属部材の両端が締結されている。該空間部には形状が異なる金属部材(金属板)を適宜組合わせて構成したダンパー部材を備えた構成からなる。   The reinforcing member in the present invention is a plate-like metal member 31, 32 made of a plurality of spring steels having a curved shape capable of absorbing a pressing force and a tensile force (extension force) applied to a structural member of a building. Opposite ends of the plurality of plate-shaped metal members are formed so as to face each other and form a space between the plate-shaped metal members. The space portion includes a damper member configured by appropriately combining metal members (metal plates) having different shapes.

前記ダンパー部材は、具体的には、例えば、図3に示すように、断面形状が半円形状の金属部材311とS字形状の金属部材312及び小さな半円形状の金属部材312を組合わせ、前記の湾曲形状の板状金属部材31、32間に形成された空間部において、湾曲形状の板状金属部材31及び32の中央部で前記板状金属部材と接して取付け具60(例えば、ボルトナット)で固定されている。前記半円形状金属部材311とS字形状金属部材312及び小さな半円形状金属部材313は、具体的には半円形形状を外側にS字形状と小さな半円形状を重ねて前記湾曲状金属部材に固定される。S字形状の金属部材312と小さな半円形の金属部材313は、小さな半円形金属部材がS字形状の湾曲部に接して装着されて組合わされ、S字形状の金属部材と符号61で示す部分で固定されている。
又、図4に示す態様は、ダンパー部材がS字形状の金属部材312と、小さな半円形形状の金属部材313との組合わせであり、さら前記湾曲形状の板状金属部材31、32間に形成された空間部に、合成樹脂発泡成形体314が充填された別の態様を示す。補強部材30は、その両端に設けられた連結部41で、それぞれ前記連結部材301とボルトナット等の取付け具411により固定される。
Specifically, for example, as shown in FIG. 3, the damper member is a combination of a semicircular metal member 311, an S-shaped metal member 312, and a small semicircular metal member 312, In the space formed between the curved plate-shaped metal members 31 and 32, the fixture 60 (for example, a bolt) is in contact with the plate-shaped metal member at the center of the curved plate-shaped metal members 31 and 32. It is fixed with a nut). Specifically, the semicircular metal member 311, the S-shaped metal member 312, and the small semicircular metal member 313 are formed by overlapping the semicircular shape with the S-shape and the small semicircular shape on the outside. Fixed to. The S-shaped metal member 312 and the small semicircular metal member 313 are combined by attaching a small semicircular metal member in contact with the S-shaped curved portion, and a portion denoted by reference numeral 61 with the S-shaped metal member It is fixed with.
4 is a combination of an S-shaped metal member 312 and a small semi-circular metal member 313, and the damper member is provided between the plate-shaped metal members 31 and 32 having a curved shape. Another mode in which the formed space is filled with the synthetic resin foam molded body 314 is shown. The reinforcing members 30 are fixed by connecting portions 41 provided at both ends thereof by means of the connecting members 301 and fixtures 411 such as bolts and nuts, respectively.

本考案に使用される補強部材30を構成する湾曲形状を有するバネ鋼からなる板状金属部材31、32を、湾曲面を対向させて該板状金属部材間に形成された空間部に配置されるダンパー部材として前記半円形形状の金属部材に替えて、断面の形状が円形状の金属部材を、S字形状の金属部材と組合わせて使用することができる。このダンパー部材として機能する金属部材は、塑性変形し得る一般の鋼鈑や軟鉄が使用される。これらダンパー部材を構成する金属部材の幅や厚みはバネ鋼からなる金属部材の幅や厚み、補強部材の大きさ等により、また適用される建築物の構造(鉄骨構造又は木造構造)によっても適宜選択される。   Plate-like metal members 31 and 32 made of spring steel having a curved shape constituting the reinforcing member 30 used in the present invention are disposed in a space formed between the plate-like metal members with the curved surfaces facing each other. Instead of the semicircular metal member as the damper member, a metal member having a circular cross section can be used in combination with an S-shaped metal member. As the metal member functioning as the damper member, a general steel plate or soft iron that can be plastically deformed is used. The width and thickness of the metal member constituting the damper member are appropriately determined depending on the width and thickness of the metal member made of spring steel, the size of the reinforcing member, and the structure of the building to be applied (steel structure or wooden structure). Selected.

また本考案に使用される補強部材30を構成する湾曲形状を有するバネ鋼からなる板状金属部材31、32の湾曲面を対向させて該板状金属部材間に形成された空間部には、前記ダンパー部材に加えて合成樹脂発泡成形体を配置することができる(図2、図4)。合成樹脂発泡成形体を板状金属部材31、32間の空間部に配置するとことにより、補強部材にその両端方向に伸びる引張力、即ち、該板状金属部材間に形成された空間部が狭まる方向の負荷がかかったとき、そのエネルギーを吸収し、ダンパー部材の圧縮強度に抗する力を補完する機能を有する。   Further, in the space formed between the plate-like metal members with the curved surfaces of the plate-like metal members 31 and 32 made of spring steel having a curved shape constituting the reinforcing member 30 used in the present invention, In addition to the damper member, a synthetic resin foam molded body can be disposed (FIGS. 2 and 4). By disposing the synthetic resin foam molding in the space between the plate-like metal members 31 and 32, the tensile force extending in the both ends of the reinforcing member, that is, the space formed between the plate-like metal members is narrowed. When a load in the direction is applied, the energy is absorbed, and it has a function of complementing the force against the compressive strength of the damper member.

前記合成樹脂発泡成形体は前記板状金属部材間の空間部で、湾曲面に接して配置され、必要に応じて接着剤や粘着テープ等で湾曲面に固着される。なお合成樹脂発泡成形体は前記のダンパー部材を囲むように空間部全体に配置(充填)しても良いが、ダンパー部材の形状が異形で複雑であるので煩雑となる場合は、例えば図2、図4に示すように、前記ダンパー部材の存在する部分を除いた空間部に充填するように配置される。   The synthetic resin foam molding is disposed in contact with the curved surface in the space between the plate-like metal members, and is fixed to the curved surface with an adhesive, an adhesive tape, or the like as necessary. The synthetic resin foam molding may be disposed (filled) over the entire space so as to surround the damper member. However, when the shape of the damper member is irregular and complicated, for example, FIG. As shown in FIG. 4, it arrange | positions so that the space part except the part in which the said damper member exists may be filled.

前記合成樹脂発泡成形体は、例えば、ポリスチレン系樹脂発泡体、ポリオレフィン系樹脂発泡体を使用することができる。これらの発泡体は押出発泡体、ビーズ発泡体の何れでもよく、通常、前記空間部の形状、大きさに適合するように成形した成形体として用いられる。   As the synthetic resin foam molded article, for example, a polystyrene resin foam or a polyolefin resin foam can be used. These foams may be either extruded foams or bead foams, and are usually used as molded bodies formed so as to conform to the shape and size of the space.

本考案における補強部材を、相互に相対する柱部材および土台、梁等の横架材の構造部材間で形成される空間に、隣り合う構造部材(柱部材と横架材)が接合する角部の一方から対向する他方の角部に亘って配設するための構造部材との連結部材301は、建築物が鉄骨構造である場合には、H形状、断面コ字形状、みぞ形状、板状、角柱状等の鋼材が使用される。木質構造である場合には角柱状の木質材が使用される。また、構造部材に設けられる前記連結部材301の固定部40は、通常、鋼鈑が用いられ、固定部40は前記構造部材との連結部材301の固定用孔等を設けて、柱部材及び横架材、又は横架材に溶接またはボルトナット等の締結具で固着される。   The corner part where the adjacent structural member (column member and horizontal member) joins the reinforcing member in the present invention in the space formed between the structural members of the horizontal member such as the pillar member and the base, beam, etc. facing each other When the building is a steel structure, the connecting member 301 with the structural member for disposing over the opposite corner portion from one side is H-shaped, U-shaped in cross section, groove-shaped, plate-shaped Steel material such as a prismatic shape is used. In the case of a wooden structure, a prismatic wooden material is used. Further, the fixing portion 40 of the connecting member 301 provided in the structural member is usually made of steel, and the fixing portion 40 is provided with a fixing hole for the connecting member 301 with the structural member, etc. It is fixed to the frame member or the horizontal member with a fastener such as welding or a bolt and nut.

本考案の補強構造における補強部材は、相互に相対する構造部材間で形成される空間、例えば柱部材と柱部材間の梁と土台とで形成される空間に、隣り合う構造部材間の接合部、例えば柱部材と梁とが接合する角部の一方から、該角部に対向する他方の角部、例えば柱部材と土台とが接合する角部に亘って、構造部材との連結部材を介して、架け渡して構造部材に設けられた固定部に取り付けられる。補強部材の構造部材との連結部材は、構造部材の柱部材と横架材との接合部に設けられた前記固定部の横架材側に取り付けるようにすることが好ましい。連結部材の固定部は、構造部材の柱部材と横架材との接合部(角部)から横架材側に20cm程度までの範囲内に設けられることが好ましい。該固定部の位置が構造部材間の接合部(角部)から遠く離れ過ぎた位置では十分な補強効果が発現されない。   The reinforcing member in the reinforcing structure of the present invention is a joint between adjacent structural members in a space formed between structural members facing each other, for example, a space formed by a beam and a base between the column members. For example, from one corner where the column member and the beam are joined to the other corner facing the corner, for example, the corner where the column member and the base are joined, via a connecting member with the structural member. And is attached to a fixing portion provided on the structural member. It is preferable that the connecting member of the reinforcing member with the structural member is attached to the horizontal member side of the fixed portion provided at the joint between the column member of the structural member and the horizontal member. The fixing portion of the connecting member is preferably provided within a range of about 20 cm on the side of the horizontal member from the joint (corner) between the column member of the structural member and the horizontal member. A sufficient reinforcing effect is not exhibited at a position where the position of the fixing portion is too far from the joint portion (corner portion) between the structural members.

本考案の補強部材のバネ鋼からなる板状金属部材には、図示しないが、重ね板バネを使用することもできる。重ね板バネは第一板バネ(主板バネ)に重合される第二板バネ(副板バネ)をスライド可能な状態に取付けたものが使用される。また前記したダンパー部材の金属部材は、横断面の形状がS字形状と円形状、または半円形又は馬蹄形状の金属部材とを組合わせて使用されるが、これらのS字形状または円形状の金属部材を単独で使用することもできるが、実用上は異なる形状の金属部材を組合わせて構成することが、押圧力等の応力(負荷)による補強部材の変形に対する耐力を与える上で好ましい。   Although not shown, a laminated plate spring can be used for the plate-like metal member made of spring steel of the reinforcing member of the present invention. As the overlap leaf spring, a second leaf spring (sub leaf spring) superposed on the first leaf spring (main leaf spring) is attached in a slidable state. Further, the metal member of the above-described damper member is used by combining a cross-sectional shape of an S-shape and a circular shape, or a semicircular or horseshoe-shaped metal member. Although the metal member can be used alone, it is practically preferable to combine the metal members having different shapes from the viewpoint of giving resistance to deformation of the reinforcing member due to stress (load) such as pressing force.

本考案の補強構造における補強部材の補強作用について説明する。
地震や強風等による水平荷重により建築物に強度の押圧力や引張力(伸長力)が作用したとき、建築物を構成する構造部材の柱部材は押圧方向または引張方向に傾斜し、横架材(例えば梁)は平行移動しズレが生じる。このとき、建築物の構造部材間(柱部材と土台、梁等の横架材間)で形成される空間に、隣り合う構造部材(柱部材と梁、土台)が接合する角部の一方から対向する他方の角部に、前記構造部材との連結部材を介して架け渡して配設されている補強部材が、押圧力又は引張力に対して抗する働きをし、柱部材の傾斜、横架材の移動を抑制し建築物の変形、歪、ズレを最小限に抑えることができる。
The reinforcing action of the reinforcing member in the reinforcing structure of the present invention will be described.
When a strong pressing force or tensile force (extension force) is applied to the building due to a horizontal load such as an earthquake or strong wind, the column members of the structural members constituting the building are inclined in the pressing direction or the tensile direction, and the horizontal member (For example, a beam) moves in parallel and shifts. At this time, the space formed between the structural members of the building (between the column members and the horizontal members such as the foundations and beams) is joined from one of the corners where adjacent structural members (column members and the beams and foundations) join. A reinforcing member disposed across the other opposite corner via a connecting member with the structural member acts against a pressing force or a tensile force, and the column member is inclined and laterally It is possible to suppress the movement of the building material and minimize the deformation, distortion and displacement of the building.

前記構造部材間で形成される空間に、隣り合う構造部材間の接合部、例えば柱部材と梁とが接合する角部の一方から、該角部に対向する他方の角部、例えば柱部材と土台とが接合する角部に架け渡されて配設された本考案の補強部材は、構造部材へ加わる押圧力または引張力の方向によって、補強部材を構成する前記湾曲形状の板状金属部材31及び32との空間部が広がる方向、すなわち湾曲形状の板状金属部材の双方の湾曲部が外側に突出する方向、または前記空間部が狭まる方向、すなわち双方の湾曲部が伸びる方向への力が働くが、前記湾曲形状の板状金属部材がバネ鋼で構成されていることにより、押圧力や引張力のエネルギーを吸収し前記板状金属部材間の空間の広がり、または狭まりを抑制する。   In a space formed between the structural members, a joint portion between adjacent structural members, for example, one corner portion where a column member and a beam are joined, and the other corner portion facing the corner portion, for example, a column member, The reinforcing member of the present invention disposed across the corner where the base joins is provided with the curved plate-like metal member 31 constituting the reinforcing member according to the direction of the pressing force or tensile force applied to the structural member. And 32 in the direction in which the space portion expands, that is, the direction in which both curved portions of the curved plate-shaped metal member protrude outward, or the direction in which the space portion narrows, that is, the direction in which both curved portions extend. However, since the curved plate-shaped metal member is made of spring steel, the energy of the pressing force and the tensile force is absorbed and the expansion or narrowing of the space between the plate-shaped metal members is suppressed.

さらに本考案における補強部材は、前記湾曲形状の板状金属部材間の空間部に、異なる形状の金属部材を組合わせて構成するダンパー部材が設けられており、該ダンパー部材が前記湾曲形状の板状金属部材と協働して、空間部の広がり及び/又は狭まりを抑制する作用が付加される。すなわち該空間部の広がり、及び/又は狭まりに対して異なる形状の金属部材、すなわち半円形状の金属部材311およびS字形状の金属部材312、小さな半円形状の金属部材313が塑性変形して空間部の広がり及び/又は狭まりを抑制する機能を発現し前記空間部の広がり、及び/又は狭まりを抑制する効果を奏する。また前記板状金属部材間に形成される空間部には、合成樹脂発泡成形体を充填配置することができ、該合成樹脂発泡成形体は前記ダンパー部材の機能を補完する作用を奏する。   Furthermore, the reinforcing member in the present invention is provided with a damper member configured by combining different shaped metal members in the space between the curved shaped plate metal members, and the damper member is provided with the curved plate. In cooperation with the metal member, an action of suppressing the expansion and / or narrowing of the space is added. That is, the metal members having different shapes with respect to the expansion and / or narrowing of the space portion, that is, the semicircular metal member 311 and the S-shaped metal member 312 and the small semicircular metal member 313 are plastically deformed. The function of suppressing the expansion and / or narrowing of the space portion is expressed, and the effect of suppressing the expansion and / or narrowing of the space portion is exhibited. The space formed between the plate-like metal members can be filled with a synthetic resin foam molded body, and the synthetic resin foam molded body has an effect of complementing the function of the damper member.

地震による過度の水平荷重や台風などの強風等による建築物および建造物への押圧力や引張力などの負荷エネルギーを吸収し、揺れを減衰し、建築物の変形を抑制し、元の状態へ戻す復元力に優れた耐震性、制震性を有する建築物の補強構造を提供する。   Absorbs load energy such as pressing force and tensile force on buildings and buildings due to excessive horizontal loads due to earthquakes and strong winds such as typhoons, attenuates shaking, suppresses deformation of buildings, and returns to the original state Provide a building reinforced structure with earthquake resistance and vibration control with excellent restoring force.

10 柱部材
20 横架材
30 補強部材
31、32 湾曲形状の板状金属部材
311、312、313 ダンパー部材
314 合成樹脂発泡成形体
301 連結部材
40 連結部材固定部
41 補強部材連結部
DESCRIPTION OF SYMBOLS 10 Column member 20 Horizontal member 30 Reinforcement member 31, 32 Curved plate-shaped metal member 311, 312, 313 Damper member 314 Synthetic resin foam molding 301 Connection member 40 Connection member fixing part 41 Reinforcement member connection part

Claims (5)

建築物及び建造物を構成する構造部材間に架け渡して建築物及び建造物の補強を行う補強構造であって、複数の湾曲形状を有するバネ鋼からなる板状金属部材を、湾曲面を対向させて該板状金属部材間に空間部を形成して該複数の板状金属部材の両端を締結し、該空間部にダンパー部材を備えた構成からなる補強部材を、相対する柱部材と横架材とで形成される空間に、柱部材と横架材とが接合する角部の一方から対向する他方の角部間に連結部材を介して架け渡して配設したことを特徴とする補強構造。   Reinforcement structure that reinforces buildings and buildings by bridging between structural members constituting buildings and buildings. Plate metal members made of spring steel with multiple curved shapes are opposed to curved surfaces. Forming a space portion between the plate-shaped metal members, fastening both ends of the plurality of plate-shaped metal members, and connecting a reinforcing member having a damper member in the space portion to the side of the opposing column member. Reinforcement characterized in that it is arranged in a space formed by a bridge member, spanning via a connecting member between the opposite corners of one of the corners where the column member and the horizontal member are joined. Construction. 建築物及び建造物を構成する構造部材間に架け渡して建築物及び建造物の補強を行う補強構造であって、複数の湾曲形状を有するバネ鋼からなる板状金属部材を、湾曲面を対向させて該板状金属部材間に空間部を形成して該複数の板状金属部材の両端を締結し、該空間部にダンパー部材を備えた構成からなる補強部材を、相対する柱部材と横架材とで形成される空間に、柱部材と横架材とが接合する角部の一方の横架材から対向する他方の角部の横架材間に連結部材を介して架け渡して配設したことを特徴とする補強構造。   Reinforcement structure that reinforces buildings and buildings by bridging between structural members constituting buildings and buildings. Plate metal members made of spring steel with multiple curved shapes are opposed to curved surfaces. Forming a space portion between the plate-shaped metal members, fastening both ends of the plurality of plate-shaped metal members, and connecting a reinforcing member having a damper member in the space portion to the side of the opposing column member. In the space formed by the frame member, the bridge member is bridged between the horizontal member at the opposite corner from the horizontal member at the corner where the column member and the horizontal member are joined. Reinforcement structure characterized by having been installed. 前記補強部材における複数の湾曲形状を有するバネ鋼からなる板状金属部材間で形成される空間部に備えられたダンパー部材が、異なる形状の金属部材を組合わせて構成されていることを特徴とする請求項1または2に記載の補強構造。   The damper member provided in the space formed between the plate-shaped metal members made of spring steel having a plurality of curved shapes in the reinforcing member is configured by combining metal members having different shapes. The reinforcing structure according to claim 1 or 2. 前記異なる形状の金属部材の組合わせが、断面形状がS字形状と半円形形状の部材で構成されていることを特徴とする請求項3記載の補強構造。   4. The reinforcing structure according to claim 3, wherein the combination of the metal members having different shapes is composed of a member having a cross-sectional shape of an S shape and a semicircular shape. 前記補強部材における複数の湾曲形状を有するバネ鋼からなる板状金属部材間で形成される空間部に、異なる形状の金属部材を組合わせて構成される前記ダンパー部材を備え、前記空間部に合成樹脂発泡成形体が充填されていることを特徴とする請求項1〜4の何れかに記載の補強構造。   The space member formed between the plate-shaped metal members made of spring steel having a plurality of curved shapes in the reinforcing member includes the damper member configured by combining metal members having different shapes, and is synthesized in the space portion. The reinforcing structure according to claim 1, which is filled with a resin foam molded body.
JP2009001453U 2009-03-12 2009-03-12 Reinforcement structure of buildings and structures Expired - Fee Related JP3150716U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107859404A (en) * 2017-12-20 2018-03-30 兰州理工大学 A kind of metal energy-dissipation damper

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107859404A (en) * 2017-12-20 2018-03-30 兰州理工大学 A kind of metal energy-dissipation damper

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