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JP3133045U - Anti-vibration pad base frame structure - Google Patents

Anti-vibration pad base frame structure Download PDF

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JP3133045U
JP3133045U JP2007002681U JP2007002681U JP3133045U JP 3133045 U JP3133045 U JP 3133045U JP 2007002681 U JP2007002681 U JP 2007002681U JP 2007002681 U JP2007002681 U JP 2007002681U JP 3133045 U JP3133045 U JP 3133045U
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reinforcing bar
vibration
frame structure
planar lattice
side reinforcing
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尹衍▲リョウ▼
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潤弘精密工程事業股▲分▼有限公司
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Abstract

【課題】 施工に便利で、工程の時間を省き、低コストの防振パッドベースの骨組みを提供する。
【解決手段】 鉄筋によってなる平面格子状構造を複数積層し、かつそれぞれの該平面格子状構造の間に隙間を設け、
該複数の平面格子状構造の側面に複数の側面鉄筋ネットを接続して設ける。
【選択図】 図2
PROBLEM TO BE SOLVED: To provide an anti-vibration pad base framework that is convenient for construction, saves process time, and is low cost.
SOLUTION: A plurality of planar lattice structures composed of reinforcing bars are laminated, and a gap is provided between each planar lattice structure,
A plurality of side reinforcing nets are connected to the side surfaces of the plurality of planar grid structures.
[Selection] Figure 2

Description

この考案は建築物における防振パッドベースの骨組み構造に関する。   The present invention relates to a frame structure of an anti-vibration pad base in a building.

時代の進歩に伴い、映像関係の工程技術もますます発展を遂げている。土地の開発が進み、人口が増え続けたことによって、土地が狭く人口の多い都市部では、建設用地の取得が容易でなくなった。そこで、建築物の収納容量を増やすため、建築物は高さを増すようになった。 With the progress of the times, video-related process technology is also developing more and more. As land development has progressed and the population has continued to increase, it has become difficult to obtain construction land in urban areas where the land is small and the population is large. Therefore, in order to increase the storage capacity of the building, the building has been increased in height.

建築物が高くなるとともに、地震などの外部から受ける力の影響に対して世簿措置を講じる必要が更に高まった。特に、特殊な用途の建物、もしくは断層などの特殊な場所に位置する橋梁などの建築物にとって、棒新対策としての設計施工は極めて重要である。 As buildings have become taller, the need to take world-class measures against the effects of external forces such as earthquakes has further increased. In particular, design and construction as a new bar countermeasure is extremely important for buildings for special purposes or buildings such as bridges located in special places such as faults.

従来の地震を含む外部から受ける力に対する予防措置として様々な方法が開発されてきた。例えば、既存する設計構造について可能な限りの外部から受ける力を予測して安全係数を計算する方法が挙げられる。但し、係る方法は往々にしてコストの増加を招くとともに、その効果にも限りがある。 Various methods have been developed as precautionary measures against external forces including conventional earthquakes. For example, there is a method of calculating the safety factor by predicting the external force as much as possible for the existing design structure. However, such methods often increase costs and have limited effects.

また、防振パッドを利用する方法が挙げられる。防振パッドに常用される材質はゴム製品であって、その主な効果は、地震などによって衝撃を受けた場合適宜に変移と変形が発生し、上部の建物の構造が受ける力を緩衝するとともに、力を下方の構造、または基礎に伝えることにある。   Moreover, the method of utilizing a vibration-proof pad is mentioned. Rubber products are commonly used for anti-vibration pads, and their main effect is that when they are impacted by an earthquake or the like, they will change and deform as needed, and buffer the force received by the structure of the upper building. , To transmit force to the underlying structure or foundation.

防振パッドは水平に設ける必要がある。よって、防振パッドの下方には基礎構造を設ける。従来の基礎構造は、骨組みが鉄筋を締結して籠状にし、コンクリートを打設して形成する。但し、係る工法は時間がかかり、コストも嵩む。   The anti-vibration pad must be provided horizontally. Therefore, a foundation structure is provided below the vibration isolation pad. A conventional foundation structure is formed by a framework in which a reinforcing bar is fastened into a bowl shape and concrete is cast. However, this construction method takes time and increases costs.

この考案は施工に便利で、工程の時間を省き、低コストの防振パッドベースの骨組みを提供することを課題とする。   An object of the present invention is to provide a framework for a vibration-proof pad base that is convenient for construction, saves process time, and is low in cost.

そこで、本考案者は従来の技術に見られる欠点に鑑み鋭意研究を重ねた結果、鉄筋によってなる平面格子状構造を複数積層し、かつそれぞれの該平面格子状構造の間に隙間を設け、該複数の平面格子状構造の側面に複数の側面鉄筋ネットを接続して設けた防振パッドベースの骨組構造によって課題を解決できる点に着眼し、係る知見に基いて本考案を完成させた。   Therefore, as a result of intensive research in view of the drawbacks found in the prior art, the inventor has laminated a plurality of planar lattice structures made of reinforcing bars, and provided gaps between the planar lattice structures, The present invention has been completed based on the knowledge that the problem can be solved by the frame structure of the anti-vibration pad base provided by connecting a plurality of side reinforcing nets to the side surfaces of the plurality of planar lattice structures.

以下、この考案について具体的に説明する。
請求項1に記載する防振パッドベースの骨組構造は、鉄筋によってなる平面格子状構造を複数積層し、かつそれぞれの該平面格子状構造の間に隙間を設け、
該複数の平面格子状構造の側面に複数の側面鉄筋ネットを接続して設ける。
Hereinafter, this device will be specifically described.
The frame structure of the anti-vibration pad base according to claim 1, wherein a plurality of planar lattice-like structures made of reinforcing bars are stacked, and a gap is provided between each planar lattice-like structure,
A plurality of side reinforcing nets are connected to the side surfaces of the plurality of planar lattice structures.

請求項2に記載する防振パッドベースの骨組構造は、請求項1における平面格子状構造が複数の横方向鉄筋と縦方向鉄筋とを含む。 In the frame structure of the vibration isolation pad base described in claim 2, the planar lattice structure in claim 1 includes a plurality of transverse reinforcing bars and longitudinal reinforcing bars.

請求項3に記載する防振パッドベースの骨組構造は、請求項2における平面格子状構造が単一の鉄筋によってなり、該単一の鉄筋を折り曲げて該複数の横方向鉄筋と縦方向鉄筋と、及び接続ユニットを構成する。 The frame structure of the vibration isolation pad base according to claim 3, wherein the planar lattice structure in claim 2 is formed by a single reinforcing bar, and the plurality of lateral reinforcing bars and longitudinal reinforcing bars are bent by bending the single reinforcing bar. And a connection unit.

請求項4に記載する防振パッドベースの骨組構造は、請求項1における平面格子状構造が矩形を呈し、4つの辺を具える。 In the frame structure of the vibration-proof pad base described in claim 4, the planar lattice structure in claim 1 is rectangular and includes four sides.

請求項5に記載する防振パッドベースの骨組構造はm請求項4における防振パッドの骨組み構造が4組の側面鉄筋ネットを含み、かつ該4組の側面鉄筋ネットが該平面格子状構造のそれぞれの側辺に設けられる。 The frame structure of the anti-vibration pad base according to claim 5 is such that the frame structure of the anti-vibration pad in claim 4 includes four sets of side reinforcing bar nets, and the four sets of side reinforcing bar nets of the planar grid structure. Provided on each side.

請求項6に記載する防振パッドベースの骨組構造は、請求項1における側面鉄筋ネットの隣り合側を互いに接続する。 The frame structure of the vibration-proof pad base described in claim 6 connects adjacent sides of the side reinforcing bar nets in claim 1 to each other.

請求項7に記載する防振パッドベースの骨組構造は、請求項1における側面鉄筋ネットが該平面格子状構造に対して垂直に設けられる。 The frame structure of the vibration-proof pad base described in claim 7 is such that the side reinforcing bar net in claim 1 is provided perpendicular to the planar lattice-like structure.

請求項8に記載する防振パッドベースの骨組構造は、請求項1における側面鉄筋ネットが上端湾曲部と底端湾曲部とを含み、該上端湾曲部と該底端湾曲部とが、それぞれ複数の縦方向鉄筋を含み、かつ該上端湾曲部は該側面鉄筋ネットの上端から該平面格子状構造に向かって湾曲しつつ延伸し、該底端湾曲部は該側面鉄筋ネットの底端から該平面格子状構造に向かって湾曲しつつ延伸する。 In the frame structure of the vibration-proof pad base according to claim 8, the side reinforcing bar net according to claim 1 includes an upper end bending portion and a bottom end bending portion, and a plurality of the upper end bending portion and the bottom end bending portion are provided. And the upper end curved portion extends while curving from the upper end of the side rebar net toward the planar grid structure, and the bottom end curved portion extends from the bottom end of the side rebar net to the plane. Stretching while curving toward the lattice structure.

請求項9に記載する防振パッドベースの骨組構造は、請求項8における上端湾曲部と底端湾曲部が、それぞれ複数の縦方向鉄筋を含む。 In the frame structure of the vibration-proof pad base described in claim 9, the upper end curved portion and the bottom end curved portion in claim 8 each include a plurality of longitudinal reinforcing bars.

請求項10に記載する防振パッドベースの骨組構造は、請求項8における上端湾曲部と底端湾曲部が、それぞれ該平面格子状構造の間に形成される隙間に進入する。 In the frame structure of the vibration-proof pad base described in claim 10, the upper end curved portion and the bottom end curved portion in claim 8 respectively enter the gap formed between the planar lattice-like structures.

請求項11に記載する防振パッドベースの骨組構造は、請求項1における側面鉄筋ネットが複数の鉄筋を溶接してなる。 The frame structure of the vibration-proof pad base described in claim 11 is formed by welding a plurality of reinforcing bars to the side reinforcing bar net in claim 1.

請求項12に記載する防振パッドベースの骨組構造は、請求項1における側面鉄筋ネットが単一の鉄筋を湾曲してなる。 The frame structure of the vibration-proof pad base described in claim 12 is formed by bending the side reinforcing bar net of claim 1 with a single reinforcing bar.

請求項13に記載する防振パッドベースの骨組構造は、請求項1における 前記側面鉄筋ネットが該平面格子状に溶接されて接続する。 The frame structure of the vibration-proof pad base according to claim 13 is connected to the side reinforcing bar nets according to claim 1 which are welded in the shape of a plane lattice.

請求項14に記載する防振パッドベースの骨組構造は、請求項1における側面鉄筋ネットが該平面格子状に締結されて接続する。 The frame structure of the vibration-proof pad base described in claim 14 is connected to the side reinforcing bar nets according to claim 1 which are fastened in the shape of the plane lattice.

この考案による防振パッドベースの骨組みは施工に便利で、防振パッドベースを製造する工程の時間を省き、かつ低コストを実現する一方で、好ましい強度を具え防振パッドを支持するといった効果を有する。 The frame of the anti-vibration pad base according to this device is convenient for construction, saves the time of manufacturing the anti-vibration pad base and realizes low cost, while providing the effect of supporting the anti-vibration pad with preferable strength. Have.

この考案は、図1に開示するよう防振パッド150は、防振パッドベース150と組み合わせて用い、かつ建築物10の柱体12の下方に設ける。ここでいう建築物とは、家屋、橋梁などの外部から受ける力に対する抵抗力を必要とする建築物を指す。防振パッドベース100は、受けた力を下方の構造に伝えやすいように、基礎スラブ20、またはスラブ上であって、かつ下方の柱位置21に対応する位置に設ける。   In this device, as shown in FIG. 1, the vibration isolation pad 150 is used in combination with the vibration isolation pad base 150 and is provided below the column 12 of the building 10. The term “building” as used herein refers to a building that requires resistance to external forces such as houses and bridges. The anti-vibration pad base 100 is provided on the base slab 20 or the slab at a position corresponding to the lower column position 21 so that the received force can be easily transmitted to the lower structure.

図2に開示するように、この考案による防振パッドベースの構造は、複数の鉄筋による平面格子状構造300と、少なくとも1以上の側面鉄筋ネット500とを含む。複数の平面格子状構造300は積層構造を呈し、かつ隣り合う平面格子増構造300との間に隙間310を有する。   As shown in FIG. 2, the structure of the anti-vibration pad base according to the present invention includes a planar lattice-like structure 300 including a plurality of reinforcing bars and at least one or more side reinforcing bar nets 500. The plurality of planar lattice-like structures 300 have a laminated structure, and have gaps 310 between adjacent planar lattice increasing structures 300.

図2に開示する実施の形態においては、4つの平面格子状構造300を正規そうして防振パッドベース500の主体を構成する。但し、防振パッドベース500のサイズ、荷重量などによっては積層する数量、サイズ、鉄筋の線番を適宜に選択することができる。 In the embodiment disclosed in FIG. 2, the main body of the anti-vibration pad base 500 is configured by regularly arranging the four planar lattice structures 300. However, depending on the size and load amount of the vibration-proof pad base 500, the number, the size, and the wire number of the reinforcing bars can be appropriately selected.

図2に開示する実施の形態においては、平面格子状構造300は複数の横方向鉄筋301と、複数の縦方向鉄筋303とを含む。横方向鉄筋301は、好ましくは縦方向鉄筋303と直交させる。また、横方向鉄筋301と縦方向鉄筋303が交錯する箇所は溶接、締結などの適宜な方法を選択して接続するか、もしくは接続しなくてもよい。   In the embodiment disclosed in FIG. 2, the planar lattice-like structure 300 includes a plurality of transverse reinforcing bars 301 and a plurality of longitudinal reinforcing bars 303. The transverse rebar 301 is preferably perpendicular to the longitudinal rebar 303. Moreover, the place where the horizontal reinforcing bar 301 and the vertical reinforcing bar 303 cross each other may be connected by selecting an appropriate method such as welding or fastening, or may not be connected.

図2に開示するように、平面格子状構造300は単一の鉄筋によって構成する。即ち、単一の鉄筋を折り曲げて複数の横方向鉄筋301と複数の縦方向鉄筋303とを構成し、かつその間に複数の接続ユニット305を設ける。接続ユニット305は横方向鉄筋301、または縦方向鉄筋303の末端と次の湯子方向鉄筋301、または縦方向鉄筋303の前端との間を接続する部分を指す。   As disclosed in FIG. 2, the planar lattice structure 300 is constituted by a single reinforcing bar. That is, a single reinforcing bar is bent to form a plurality of transverse reinforcing bars 301 and a plurality of longitudinal reinforcing bars 303, and a plurality of connection units 305 are provided therebetween. The connection unit 305 indicates a portion that connects between the end of the horizontal reinforcing bar 301 or the vertical reinforcing bar 303 and the front end of the next hot metal reinforcing bar 301 or the vertical reinforcing bar 303.

また、平面格子状構造300は、好ましくは矩形を呈する。図2に開示する実施の形態においては4つの辺を有する。但し、円形、楕円形、もしくはその他形状を呈してもよい。   The planar lattice structure 300 preferably has a rectangular shape. The embodiment disclosed in FIG. 2 has four sides. However, it may have a circular shape, an elliptical shape, or other shapes.

図2、3に開示するように、側面鉄筋ネット500は平面格子状構造300の側辺に設け、かつ複数の平面格子状構造300によって構成される防振パッドベースの主体に接続する。実施例においては、側面鉄筋ネット500を平面格子状構造300に溶接する。但し、締結などその他方法で接続してもよい。   As shown in FIGS. 2 and 3, the side reinforcing bar net 500 is provided on the side of the planar lattice-like structure 300 and is connected to the main body of the vibration-proof pad base constituted by the plurality of planar lattice-like structures 300. In the embodiment, the side rebar net 500 is welded to the planar grid structure 300. However, you may connect by other methods, such as fastening.

図2に開示するように、側面鉄筋ネット500は複数の縦方向鉄筋501と、複数の横方向鉄筋503と接続してなる。接続の方法は溶接、締結などを選択する。但し、側面鉄筋ネット500は単一の鉄筋を折り曲げて形成してもよい。また、側面鉄筋ネット500の鉄筋の線番は平面格子状構造300を構成する鉄筋よりも小さい番号のものを選択する。、側面鉄筋ネット500を設ける目的は、平面格子状構造300を位置決めするとともに、異なる断面における強度を高めることにある。   As disclosed in FIG. 2, the side reinforcing bar net 500 is formed by connecting a plurality of longitudinal reinforcing bars 501 and a plurality of transverse reinforcing bars 503. The connection method is selected from welding and fastening. However, the side reinforcing bar net 500 may be formed by bending a single reinforcing bar. Further, the wire numbers of the reinforcing bars of the side reinforcing bar net 500 are selected to be smaller than the reinforcing bars constituting the planar lattice-like structure 300. The purpose of providing the side rebar net 500 is to position the planar grid structure 300 and increase the strength in different cross sections.

図2に開示するように、側面鉄筋ネット500は上端湾曲部510と底端湾曲部530とを含む。上端湾曲部510と底端湾曲部530とは、それぞれ複数の縦方向鉄筋510を含む。 As shown in FIG. 2, the side reinforcing bar net 500 includes an upper end curved portion 510 and a bottom end curved portion 530. Each of the upper end curved portion 510 and the bottom end curved portion 530 includes a plurality of longitudinal reinforcing bars 510.

上端湾曲部510は、側面鉄筋ネット500の上端から平面格子状構造300に向かって湾曲しつつ延伸する。底端湾曲部530は、側面鉄筋ネット500の底端から平面格子状構造300に向かって湾曲しつつ延伸する。   The upper end bending portion 510 extends while being bent from the upper end of the side reinforcing bar net 500 toward the planar lattice-like structure 300. The bottom end curved portion 530 extends while curving from the bottom end of the side reinforcing bar net 500 toward the planar lattice structure 300.

また、図3に開示するように上端湾曲部510と底端湾曲部530は、それぞれ平面格子状構造300の隙間310に進入する。但し、例えば図4に開示
する他の実施の形態においては、上端湾曲部510と底端湾曲部530の角度を設計に合わせて変更してもよい。
Further, as disclosed in FIG. 3, the upper end curved portion 510 and the bottom end curved portion 530 respectively enter the gap 310 of the planar lattice-like structure 300. However, for example, in another embodiment disclosed in FIG. 4, the angles of the upper end curved portion 510 and the bottom end curved portion 530 may be changed according to the design.

図2、3に開示する実施の形態において、平面格子状構造300は矩形を呈し、かつ4組の側面鉄筋ネット500を平面格子状構造300の対向する4つの側面に設ける。図3に開示するように、隣り合う側面鉄筋ネット500の側辺凸鉄筋部分も接続する。この場合、溶接、または締結などの方法を選択する。   In the embodiment disclosed in FIGS. 2 and 3, the planar lattice-like structure 300 has a rectangular shape, and four sets of side reinforcing nets 500 are provided on the four opposite sides of the planar lattice-like structure 300. As disclosed in FIG. 3, the side reinforcing bars of the side reinforcing bar nets 500 adjacent to each other are also connected. In this case, a method such as welding or fastening is selected.

また、図5に開示するように、単一の側面鉄筋ネットを折り曲げて平面格子状構造300の異なる側面に対応させてもよい。仮に平面格子状構造300が円形を呈する場合は、単一の側面鉄筋ネットを湾曲させて側面を囲む。   Further, as disclosed in FIG. 5, a single side reinforcing bar net may be bent to correspond to different side surfaces of the planar lattice-like structure 300. If the planar lattice-like structure 300 has a circular shape, a single side reinforcing bar net is curved to surround the side surface.

図6は、この考案の提供する防振パッドベース100の説明図である、図面によれば、防振パッドベースの骨組みを完成させた後、コンクリートを打設してコンクリート層170を形成し、防振パッドベース100を形成する。コンクリートを打設する工程は施工現場で行うか、もしくはプレキャスト工場で行ってもよい。また、防振パッドを取り付ける場合の利便性、又は位置決めなどを考慮して、防振パッドベース100に位置決め手段を設けるか、または接続用の鉄筋を露出させるか、接続用の孔部などを形成する。   FIG. 6 is an explanatory view of the vibration-proof pad base 100 provided by the present invention. According to the drawing, after the structure of the vibration-proof pad base is completed, concrete is cast to form a concrete layer 170. Anti-vibration pad base 100 is formed. The process of placing concrete may be performed at the construction site or in a precast factory. Further, in consideration of convenience when positioning the vibration-proof pad, positioning, or the like, positioning means is provided on the vibration-proof pad base 100, or the connecting reinforcing bar is exposed, or a hole for connection is formed. To do.

以上は、この考案の好ましい実施の形態であって、この考案の実施の範囲を限定するものではない。よって、当業者のなし得る変更、または修正であって、この考案の精神の下においてなされ、かつこの考案に対して均等の効果を有するものは、いずれもこの考案の実用新案登録請求の範囲に属するものとする。 The above is a preferred embodiment of the present invention, and does not limit the scope of implementation of the present invention. Accordingly, any changes or modifications that can be made by those skilled in the art, which are made in the spirit of the present invention and have an equivalent effect on the present invention, are all within the scope of the utility model registration claim of the present invention. Shall belong.

この考案による防振パッドベースの使用態様を示した説明図である。It is explanatory drawing which showed the usage aspect of the anti-vibration pad base by this device. この考案による防振パッドベースの構造を示した分解図である。It is the exploded view which showed the structure of the anti-vibration pad base by this device. 図2に開示する部材を組み立てた状態を示した斜視図である。It is the perspective view which showed the state which assembled the member disclosed in FIG. 他の実施の形態による防振パッドベースの構造を示した分解図である。It is the exploded view which showed the structure of the anti-vibration pad base by other embodiment. その他の実施の形態による防振パッドベースの構造を示した分解図である。It is the exploded view which showed the structure of the anti-vibration pad base by other embodiment. この考案による防振パッドベースの構造を示した説明図である。It is explanatory drawing which showed the structure of the anti-vibration pad base by this device.

符号の説明Explanation of symbols

10 建築物
12 柱体
20 基礎スラブ
21 柱位置
100 防振パッドベース
150 防振パッド
170 コンクリート層
300 平面格子状構造
301 横方向鉄筋
303 縦方向鉄筋
305 接続ユニット
310 隙間
500 側面鉄筋ネット
501 縦方向鉄筋
503 横方向鉄筋
510 上端湾曲部
530 底端湾曲部
DESCRIPTION OF SYMBOLS 10 Building 12 Column 20 Base slab 21 Column position 100 Anti-vibration pad base 150 Anti-vibration pad 170 Concrete layer 300 Planar lattice structure 301 Horizontal reinforcing bar 303 Vertical reinforcing bar 305 Connection unit 310 Clearance 500 Side reinforcing bar net 501 Vertical reinforcing bar 503 Lateral rebar 510 Upper end curved portion 530 Bottom end curved portion

Claims (14)

鉄筋によってなる平面格子状構造を複数積層し、かつそれぞれの該平面格子状構造の間に隙間を設け、
該複数の平面格子状構造の側面に複数の側面鉄筋ネットを接続して設けることを特徴とする防振パッドベースの骨組構造。
Laminating a plurality of planar lattice structures composed of reinforcing bars, and providing a gap between the planar lattice structures,
A frame structure of an anti-vibration pad base, wherein a plurality of side reinforcing nets are connected to the side surfaces of the plurality of planar lattice structures.
前記平面格子状構造が複数の横方向鉄筋と縦方向鉄筋とを含むことを特徴とする請求項1に記載の防振パッドベースの骨組み構造。 The anti-vibration pad base framework structure according to claim 1, wherein the planar grid structure includes a plurality of transverse reinforcing bars and longitudinal reinforcing bars. 前記平面格子状構造が単一の鉄筋によってなり、該単一の鉄筋を折り曲げて該複数の横方向鉄筋と縦方向鉄筋と、及び接続ユニットを構成することを特長とする請求項2に記載の防振パッドの骨組み構造。 The said planar grid | lattice-like structure consists of a single reinforcing bar, and this single reinforcing bar is bent, and a plurality of transverse reinforcing bars, longitudinal reinforcing bars, and a connection unit are constituted. Anti-vibration pad frame structure. 前記平面格子状構造が矩形を呈し、4つの辺を具えることを特徴とする請求項1に記載の防振パッドの骨組み構造。 The frame structure of the vibration-proof pad according to claim 1, wherein the planar lattice structure has a rectangular shape and includes four sides. 前記防振パッドの骨組み構造が4組の側面鉄筋ネットを含み、かつ該4組の側面鉄筋ネットが該平面格子状構造のそれぞれの側辺に設けられることを特徴とする請求項4に記載の防振パッドの骨組み構造。 5. The frame structure of the anti-vibration pad includes four sets of side reinforcing bar nets, and the four sets of side reinforcing bar nets are provided on each side of the planar grid-like structure. Anti-vibration pad frame structure. 前記側面鉄筋ネットの隣り合側を互いに接続することを特徴とする請求項5に記載の防振パッドの骨組み構造。 The frame structure of the vibration-proof pad according to claim 5, wherein adjacent sides of the side reinforcing bar nets are connected to each other. 前記側面鉄筋ネットが該平面格子状構造に対して垂直に設けられることを特徴とする請求項1に記載の防振パッドの骨組み構造。 The frame structure of the vibration-proof pad according to claim 1, wherein the side reinforcing bar net is provided perpendicular to the planar lattice structure. 前記側面鉄筋ネットが上端湾曲部と底端湾曲部とを含み、該上端湾曲部と該底端湾曲部とが、それぞれ複数の縦方向鉄筋を含み、かつ該上端湾曲部は該側面鉄筋ネットの上端から該平面格子状構造に向かって湾曲しつつ延伸し、該底端湾曲部は該側面鉄筋ネットの底端から該平面格子状構造に向かって湾曲しつつ延伸することを特徴とする請求項1に記載の防振パッドの骨組み構造。 The side reinforcing bar net includes an upper end bending portion and a bottom end bending portion, the upper end bending portion and the bottom end bending portion each include a plurality of longitudinal reinforcing bars, and the upper end bending portion is formed of the side reinforcing bar net. The bottom end curved portion extends while curving from the upper end toward the planar lattice structure, and the bottom end curved portion extends while curving from the bottom end of the side reinforcing bar net toward the planar lattice structure. 1. A frame structure of the vibration-proof pad according to 1. 前記上端湾曲部と底端湾曲部が、それぞれ複数の縦方向鉄筋を含むことを特徴とする請求項8に記載の防振パッドの骨組み構造。 The frame structure of the vibration-proof pad according to claim 8, wherein the upper end curved portion and the bottom end curved portion each include a plurality of longitudinal reinforcing bars. 前記上端湾曲部と底端湾曲部が、それぞれ該平面格子状構造の間に形成される隙間に進入することを特徴とする請求項8に記載の防振パッドベースの骨組み構造。 9. The anti-vibration pad base skeleton structure according to claim 8, wherein the upper end curved portion and the bottom end curved portion respectively enter gaps formed between the planar lattice structures. 前記側面鉄筋ネットが複数の鉄筋を溶接してなることを特徴とする請求項1に記載の防振パッドベースの骨組み構造。 The anti-vibration pad base frame structure according to claim 1, wherein the side reinforcing bar net is formed by welding a plurality of reinforcing bars. 前記側面鉄筋ネットが単一の鉄筋を湾曲してなることを特徴とする請求項1に記載の防振パッドベースの骨組み構造。 The anti-vibration pad base frame structure according to claim 1, wherein the side reinforcing bar net is formed by bending a single reinforcing bar. 前記側面鉄筋ネットが該平面格子状に溶接されて接続することを特徴とする請求項1に記載の防振パッドベースの骨組み構造。 The frame structure of an anti-vibration pad base according to claim 1, wherein the side reinforcing bar nets are welded and connected in a planar lattice shape. 前記側面鉄筋ネットが該平面格子状に締結されて接続することを特徴とする請求項1に記載の防振パッドベースの骨組み構造。 The frame structure of an anti-vibration pad base according to claim 1, wherein the side reinforcing bar nets are fastened and connected in a planar lattice shape.
JP2007002681U 2007-04-16 2007-04-16 Anti-vibration pad base frame structure Expired - Lifetime JP3133045U (en)

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