JP2008121239A - Reinforcement structure of foundation - Google Patents

Reinforcement structure of foundation Download PDF

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Publication number
JP2008121239A
JP2008121239A JP2006304881A JP2006304881A JP2008121239A JP 2008121239 A JP2008121239 A JP 2008121239A JP 2006304881 A JP2006304881 A JP 2006304881A JP 2006304881 A JP2006304881 A JP 2006304881A JP 2008121239 A JP2008121239 A JP 2008121239A
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foundation
base
fiber sheet
strength fiber
reinforcement
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Hisamitsu Kajikawa
久光 梶川
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Misawa Homes Co Ltd
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Misawa Homes Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a reinforcement structure of a foundation capable of reinforcing the foundation, reinforcing a base, and increasing the bonding strength of the base to the foundation. <P>SOLUTION: A high-strength fabric sheet 3 is adhered to the side surface 1c of the foundation 1. The base 2 is installed on the upper surface of the foundation 1. The high-strength fabric sheet 3 is adhered also to the side surface 2b and the upper surface 2a of the base 2. Since the foundation is reinforced by the high-strength fabric sheet 3, and the high-strength fabric sheet 3 is adhered also to the side surface 2b and the upper surface 2a of the base 2, the base 2 can be reinforced, and the bonding strength of the base 2 and the foundation 1 can be increased. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、住宅等の建物の基礎を補強する基礎の補強構造に関する。   The present invention relates to a reinforcing structure for a foundation for reinforcing a foundation of a building such as a house.

基礎の補強構造の一例として、特許文献1に記載の技術が知られている。この技術は、既存住宅の無筋基礎部に生じたひび割れ部に複数箇所の孔をあけ、この孔にケミカルアンカーを打ち込んでひび割れ部を接着した後、表面をサンダケレンなどにより面取りや下地処理を施し、次いで、エポキシパテによる不陸調整を施した後エポキシ樹脂などのプライマーを塗布し、その上に炭素繊維シートを貼り付け、表面の脱泡処理を施した後、化粧モルタル又は塗装などの表面仕上げを施したものである。
実用新案登録第3095525号公報
As an example of a foundation reinforcing structure, a technique described in Patent Document 1 is known. In this technology, a plurality of holes are made in the cracked part of the unstressed foundation of an existing house, and a chemical anchor is driven into this hole to bond the cracked part. Then, after applying unevenness adjustment with epoxy putty, apply a primer such as epoxy resin, paste a carbon fiber sheet on it, apply defoaming treatment on the surface, and then finish the surface such as cosmetic mortar or painting It has been applied.
Utility Model Registration No. 3095525

ところで、上記のような従来技術では、基礎の側面全体に炭素繊維シートを貼り付けているので、基礎全体を比較的均一に補強できるが、基礎の上面に設置されている土台とともに補強することはできない。土台は例えば基礎から突出するアンカーボルトによって基礎の上面に固定されるが、住宅に新築の際はもとより、住宅のリフォーム等の際にも、基礎を補強するとともに、土台を補強し、さらに土台と基礎の結合強度を高めたいという要望がある。   By the way, in the prior art as described above, since the carbon fiber sheet is pasted on the entire side surface of the foundation, the entire foundation can be reinforced relatively uniformly, but it is reinforced with the foundation installed on the upper surface of the foundation. Can not. The foundation is fixed to the upper surface of the foundation, for example, by anchor bolts protruding from the foundation, but not only when building a new house, but also when renovating the house, the foundation is reinforced and the foundation is further reinforced. There is a desire to increase the bond strength of the foundation.

本発明は上記事情に鑑みてなされたもので、基礎の補強とともに、土台を補強でき、さらに土台と基礎の結合強度を高めることができる基礎の補強構造を提供することを課題としている。   This invention is made | formed in view of the said situation, and makes it a subject to provide the reinforcement structure of the foundation which can reinforce a foundation with the reinforcement of a foundation, and can raise the coupling | bonding strength of a foundation and a foundation further.

上記課題を解決するために、請求項1に記載の発明は、例えば図1に示すように、基礎1の側面1cに高強度繊維シート3が接着されてなる基礎の補強構造において、
前記基礎1の上面には土台2が設置されており、前記高強度繊維シート3は、前記土台2の側面2bおよび上面2aにも接着されていることを特徴とする。
In order to solve the above-mentioned problem, the invention described in claim 1 is, for example, as shown in FIG. 1, in a foundation reinforcing structure in which a high-strength fiber sheet 3 is bonded to a side surface 1 c of a foundation 1
A base 2 is installed on the upper surface of the foundation 1, and the high-strength fiber sheet 3 is also bonded to the side surface 2b and the upper surface 2a of the base 2.

なお、高強度繊維シート3は、基礎1の一方の側面1cに接着してもよいし、両側面1c,1cに接着してもよい。また、高強度繊維シート3は土台2の一方の側面2bに接着してもよいし、両側面2b,2bに接着してもよい。
また、高強度繊維シートとしては、高強度繊維を一方向に配列したシート状のものや、あるいは高強度繊維にて織成したシート状のものを使用する。また、高強度繊維としては、アラミド繊維、炭素繊維、ガラス繊維、アルミナ繊維、ポリエチレン繊維、液晶ポリマー繊維などが例示される。
The high-strength fiber sheet 3 may be bonded to one side surface 1c of the base 1 or may be bonded to both side surfaces 1c and 1c. Further, the high-strength fiber sheet 3 may be bonded to one side surface 2b of the base 2, or may be bonded to both side surfaces 2b and 2b.
As the high-strength fiber sheet, a sheet-like sheet in which high-strength fibers are arranged in one direction or a sheet-like sheet woven with high-strength fibers is used. Examples of the high-strength fiber include aramid fiber, carbon fiber, glass fiber, alumina fiber, polyethylene fiber, and liquid crystal polymer fiber.

請求項1に記載の発明によれば、基礎1の側面1cに接着された高強度繊維シート3によって基礎を補強できる。また、この高強度繊維シート3は土台2の側面2bおよび上面2aにも接着されているので、土台2を補強でき、さらに、土台2と基礎1の結合強度を高めることができる。
したがって、基礎1の補強とともに、土台2を補強でき、さらに土台2と基礎1の結合強度を高めることを容易に行える。
According to the first aspect of the present invention, the foundation can be reinforced by the high-strength fiber sheet 3 bonded to the side surface 1 c of the foundation 1. Further, since the high-strength fiber sheet 3 is also bonded to the side surface 2b and the upper surface 2a of the base 2, the base 2 can be reinforced, and the bonding strength between the base 2 and the foundation 1 can be increased.
Therefore, the foundation 2 can be reinforced together with the reinforcement of the foundation 1, and the bonding strength between the foundation 2 and the foundation 1 can be easily increased.

請求項2に記載の発明は、例えば図1に示すように、請求項1に記載の基礎の補強構造において、
前記高強度繊維シート3は、前記土台2の上面2aおよび両側面2b,2bと、基礎1の両側面1c,1cとを覆うようにして、前記土台2の上方から被されていることを特徴とする。
The invention according to claim 2 is a reinforcement structure for a foundation according to claim 1, for example, as shown in FIG.
The high-strength fiber sheet 3 is covered from above the base 2 so as to cover the upper surface 2a and both side surfaces 2b, 2b of the base 2 and both side surfaces 1c, 1c of the foundation 1. And

請求項2に記載の発明によれば、土台2の上面2aおよび両側面2b,2bと、基礎1の両側面1c,1cとを覆うようにして、土台2の上方から被されている高強度繊維シート3が、基礎1の両側面1c,1c、土台2の両側面2b,2bおよび上面2aに接着されているので、基礎1と土台2とを一体的に補強できるとともに、土台2と基礎1の結合強度をより高めることができる。   According to the second aspect of the invention, the high strength covered from above the base 2 so as to cover the upper surface 2a and both side faces 2b, 2b of the base 2 and both side faces 1c, 1c of the foundation 1. Since the fiber sheet 3 is bonded to both side surfaces 1c, 1c of the foundation 1, both side surfaces 2b, 2b and the upper surface 2a of the base 2, the foundation 1 and the base 2 can be reinforced integrally, and the base 2 and the foundation The bond strength of 1 can be further increased.

請求項3に記載の発明は、例えば図3に示すように、請求項1または2に記載の基礎の補強構造において、
前記基礎1の側面1cの上端部および下端部のうちの少なくともいずれか一方に、基礎1の長手方向に延在する金属製の補強帯板4が前記高強度繊維シート3上から固定されていることを特徴とする。
The invention according to claim 3 is a reinforcement structure for a foundation according to claim 1 or 2, as shown in FIG.
A metal reinforcing strip 4 extending in the longitudinal direction of the foundation 1 is fixed from above the high-strength fiber sheet 3 to at least one of the upper end and the lower end of the side surface 1c of the foundation 1. It is characterized by that.

請求項3に記載の発明によれば、基礎1の側面1cの上端部および下端部のうちの少なくともいずれか一方に、補強帯板4が高強度繊維シート3上から固定されているので、基礎1の上端部や下端部を効果的に補強できる。特に、地震等の際に基礎1に発生する応力は、基礎1の上下部で大きくなるので、この部分を高強度繊維シート3と補強帯板7とで補強することによって、基礎1を効果的に補強できる。   According to the invention described in claim 3, since the reinforcing strip 4 is fixed to the at least one of the upper end portion and the lower end portion of the side surface 1 c of the foundation 1 from above the high strength fiber sheet 3, the foundation The upper end and lower end of 1 can be effectively reinforced. In particular, since the stress generated in the foundation 1 during an earthquake or the like increases at the upper and lower parts of the foundation 1, the foundation 1 is effectively reinforced by reinforcing this portion with the high-strength fiber sheet 3 and the reinforcing strip 7. Can be reinforced.

請求項4に記載の発明は、例えば図5に示すように、請求項1または2に記載の基礎の補強構造において、
前記基礎1の側面1cの上端部および下端部のうちの少なくともいずれか一方に、金属製の補強板7が前記高強度繊維シート3上から基礎1の長手方向に沿って所定間隔で固定されていることを特徴とする。
According to a fourth aspect of the present invention, for example, as shown in FIG. 5, in the reinforcing structure of the foundation according to the first or second aspect,
A metal reinforcing plate 7 is fixed to at least one of the upper end portion and the lower end portion of the side surface 1c of the foundation 1 at a predetermined interval along the longitudinal direction of the foundation 1 from the high strength fiber sheet 3. It is characterized by being.

請求項4に記載の発明によれば、基礎1の側面1cの上端部および下端部のうちの少なくともいずれか一方に、補強板7が高強度繊維シート3上から基礎1の長手方向に沿って所定間隔で固定されているので、例えば土台2に固定する柱を基礎1に連結するための連結金具を補強板7に固定する場合に、この部分を効果的に補強できる。   According to invention of Claim 4, the reinforcement board 7 is along the longitudinal direction of the foundation 1 from the high strength fiber sheet 3 on at least any one of the upper end part of the side surface 1c of the foundation 1, and a lower end part. Since they are fixed at a predetermined interval, this portion can be effectively reinforced, for example, when a connection fitting for connecting a pillar fixed to the base 2 to the foundation 1 is fixed to the reinforcing plate 7.

請求項5に記載の発明は、請求項1〜4のいずれか一項に記載の基礎の補強構造において、
前記基礎の側面には、前記高強度繊維シート上から接着剤によって砂状の微粒子が付着されていることを特徴とする。
Invention of Claim 5 in the reinforcement structure of the foundation as described in any one of Claims 1-4,
On the side surface of the foundation, sand-like fine particles are adhered from above the high-strength fiber sheet by an adhesive.

ここで、前記微粒子を接着する接着剤としては、高強度繊維シートを基礎の側面に接着した際に該高強度繊維シート上に滲み出している接着剤を利用してもよいし、別途接着剤を使用してもよい。   Here, as the adhesive for adhering the fine particles, an adhesive that oozes out on the high-strength fiber sheet when the high-strength fiber sheet is bonded to the side surface of the foundation may be used. May be used.

請求項5に記載の発明によれば、基礎の側面に高強度繊維シート上から接着剤によって砂状の微粒子が付着しているので、基礎の側面をモルタル仕上げする場合に、モルタルの食い付きがよくなり、仕上げ作業が容易となる。   According to the invention described in claim 5, since the sand-like fine particles are adhered to the side surface of the foundation by the adhesive from the high-strength fiber sheet, when the side surface of the foundation is mortar finished, the mortar is bitten. It becomes better and finishing work becomes easier.

本発明によれば、基礎の側面に接着されている高強度繊維シートが基礎の上面に設置された土台の側面および上面にも接着されているので、基礎の補強とともに、土台を補強でき、さらに土台と基礎の結合強度を高めることができる。   According to the present invention, since the high-strength fiber sheet bonded to the side surface of the foundation is also bonded to the side surface and the upper surface of the foundation installed on the upper surface of the foundation, the foundation can be reinforced together with the reinforcement of the foundation. The bond strength between the foundation and the foundation can be increased.

以下図面を参照して本発明の実施の形態について説明する。
(第1の実施の形態)
図1は本発明に係る基礎の補強構造の第1例を示すものである。この図に示す基礎1は住宅等の建物を支持する布基礎であり、フーチング1aと、このフーチング1aに立設された立上り部1bとから構成されており、断面略逆T字形に形成されている。また、基礎1の上面には、土台2が設置されており、この土台2は基礎1に埋設され、基礎1の上面から突出する図示しないアンカーボルトによって基礎1に結合されている。
Embodiments of the present invention will be described below with reference to the drawings.
(First embodiment)
FIG. 1 shows a first example of a foundation reinforcing structure according to the present invention. The foundation 1 shown in this figure is a cloth foundation that supports a building such as a house, and is composed of a footing 1a and a rising portion 1b that is erected on the footing 1a, and has a substantially inverted T-shaped cross section. Yes. A foundation 2 is installed on the upper surface of the foundation 1, and the foundation 2 is embedded in the foundation 1 and coupled to the foundation 1 by anchor bolts (not shown) protruding from the upper surface of the foundation 1.

基礎1の立上り部1bの両側面1cには、アラミド繊維等で形成された高強度繊維シート3が接着されている。この高強度繊維シート3は、アラミド繊維を縦横に配置して織ったシート状のものであり、土台2の上面2aおよび両側面2b,2bと、基礎1の両側面1c,1cとを覆うようにして、土台2の上方から被されている。
そして、このような高強度繊維シート3は、基礎1の両側面1c,1c、土台2の両側面2b,2b、土台2の上面2aに接着剤によって接着されている。
なお、基礎1がその立上り部1bの下端部まで地盤に埋まっている場合、基礎1の立上り部1bの地面より上の部分まで高強度繊維シート3を接着すればよい。
A high-strength fiber sheet 3 formed of aramid fibers or the like is bonded to both side surfaces 1c of the rising portion 1b of the foundation 1. The high-strength fiber sheet 3 is a sheet woven with aramid fibers arranged vertically and horizontally so as to cover the upper surface 2a and both side surfaces 2b, 2b of the base 2, and both side surfaces 1c, 1c of the foundation 1. Thus, it is covered from above the base 2.
Such a high-strength fiber sheet 3 is bonded to both side surfaces 1c and 1c of the foundation 1, both side surfaces 2b and 2b of the base 2, and an upper surface 2a of the base 2 with an adhesive.
In addition, what is necessary is just to adhere | attach the high strength fiber sheet 3 to the part above the ground of the standing part 1b of the foundation 1, when the foundation 1 is buried in the ground to the lower end part of the rising part 1b.

本実施の形態によれば、基礎1の側面1c,1cに接着された高強度繊維シート3によって基礎1を補強できる。また、この高強度繊維シート3は土2台の側面2b,2bおよび上面2aにも接着されているので、土台2を補強でき、さらに、土台2と基礎1の結合強度を高めることができる。
また、土台2の上面2aおよび両側面2b,2bと、基礎1の両側面1c,1cとを覆うようにして、土台2の上方から被されている高強度繊維シート3が、基礎1の両側面1c,1c、土台2の両側面2b,2bおよび上面2aに接着されているので、基礎1と土台2とを一体的に補強できるとともに、土台2と基礎1の結合強度をより高めることができる。
According to the present embodiment, the foundation 1 can be reinforced by the high-strength fiber sheet 3 bonded to the side surfaces 1c, 1c of the foundation 1. Further, since the high-strength fiber sheet 3 is also bonded to the side surfaces 2b, 2b and the upper surface 2a of the two bases, the base 2 can be reinforced and the bonding strength between the base 2 and the foundation 1 can be increased.
Further, the high-strength fiber sheet 3 covered from above the base 2 so as to cover the upper surface 2a and both side surfaces 2b, 2b of the base 2 and both side surfaces 1c, 1c of the base 1 is provided on both sides of the base 1 Since it is bonded to the surfaces 1c, 1c, both side surfaces 2b, 2b of the base 2 and the upper surface 2a, the foundation 1 and the base 2 can be reinforced integrally, and the bonding strength between the base 2 and the base 1 can be further increased. it can.

なお、高強度繊維シート3を基礎1の側面1cに接着する場合、接着剤が硬化する前に、高強度繊維シート3の表面に滲み出ている接着剤に砂等の細かい微粒子を付着させてもよい。このようにすれば、基礎1の側面1cをモルタル仕上げする場合に、モルタルの食い付きがよくなり、仕上げ作業が容易となる。   When the high-strength fiber sheet 3 is bonded to the side surface 1c of the foundation 1, fine particles such as sand are adhered to the adhesive that has oozed out on the surface of the high-strength fiber sheet 3 before the adhesive is cured. Also good. In this way, when the side surface 1c of the foundation 1 is mortar-finished, the mortar bite is improved and the finishing work is facilitated.

(第2の実施の形態)
図2は本発明に係る基礎の補強構造の第2例を示すものである。この図に示す基礎1、土台2は第1の実施の形態における基礎1、土台2と同様の構成である。
本例では、高強度繊維シート3を、基礎1の一方の側面1c、土台2の一方の側面2b、土台2の上面2aに、これらを覆うようにして被せ、基礎1の一方の側面1c、土台2の一方の側面2b、土台2の上面2aに接着している。
本実施の形態では、第1の実施の形態と同様の効果を得ることができるが、例えば、基礎1の他方の側面1cに、他の基礎が接続されていたり、他方の側面1cの下部が地盤に埋まっている場合など、他方の側面1cに高強度繊維シート3を接着できない場合に好適である。
なお、高強度繊維シート3を土台2の他方の側面2bまで延出して、この側面2bにも接着してもよい。さらに、高強度繊維シート3を土台2の他方の側面2bを越えて、基礎1の他方の側面1cの上部まで延出して、この上部側面1cにも接着してもよい。
さらに、基礎1がその立上り部1bの下端部まで地盤に埋まっている場合、基礎1の立上り部1bの地面より上の部分まで高強度繊維シート3を接着すればよい。
また、高強度繊維シート3を基礎1の側面1cに接着する場合、接着剤が硬化する前に、高強度繊維シート3の表面に滲み出ている接着剤に砂等の細かい微粒子を付着させてもよい。このようにすれば、基礎1の側面1cをモルタル仕上げする場合に、モルタルの食い付きがよくなり、仕上げ作業が容易となる。
(Second Embodiment)
FIG. 2 shows a second example of a foundation reinforcing structure according to the present invention. The foundation 1 and the foundation 2 shown in this figure have the same configuration as the foundation 1 and the foundation 2 in the first embodiment.
In this example, the high-strength fiber sheet 3 is covered on one side surface 1c of the foundation 1, one side surface 2b of the base 2, and the upper surface 2a of the base 2 so as to cover them, The base 2 is bonded to one side surface 2 b and the top surface 2 a of the base 2.
In the present embodiment, the same effects as those of the first embodiment can be obtained. For example, another base is connected to the other side surface 1c of the base 1, or the lower portion of the other side surface 1c is This is suitable when the high-strength fiber sheet 3 cannot be bonded to the other side surface 1c, such as when buried in the ground.
The high-strength fiber sheet 3 may be extended to the other side surface 2b of the base 2 and bonded to the side surface 2b. Furthermore, the high-strength fiber sheet 3 may extend beyond the other side surface 2b of the base 2 to the upper part of the other side surface 1c of the foundation 1, and may be bonded to the upper side surface 1c.
Furthermore, when the foundation 1 is buried in the ground up to the lower end portion of the rising portion 1b, the high-strength fiber sheet 3 may be bonded to a portion above the ground of the rising portion 1b of the foundation 1.
Further, when the high-strength fiber sheet 3 is bonded to the side surface 1c of the foundation 1, fine particles such as sand are adhered to the adhesive oozing out on the surface of the high-strength fiber sheet 3 before the adhesive is cured. Also good. In this way, when the side surface 1c of the foundation 1 is mortar-finished, the biting of the mortar is improved and the finishing operation is facilitated.

(第3の実施の形態)
図3は本発明に係る基礎の補強構造の第3例を示すものである。この図に示す基礎1、土台2は第1の実施の形態における基礎1、土台2と同様の構成である。
本例では、第1の実施の形態と同様に、高強度繊維シート3は、土台2の上面2aおよび両側面2b,2bと、基礎1の両側面1c,1cとを覆うようにして、土台2の上方から被され、基礎1の両側面1c,1c、土台2の両側面2b,2b、土台2の上面2aに接着剤によって接着されている。
(Third embodiment)
FIG. 3 shows a third example of the foundation reinforcing structure according to the present invention. The foundation 1 and the foundation 2 shown in this figure have the same configuration as the foundation 1 and the foundation 2 in the first embodiment.
In this example, as in the first embodiment, the high-strength fiber sheet 3 covers the upper surface 2a and both side surfaces 2b, 2b of the base 2 and both side surfaces 1c, 1c of the foundation 1 so as to cover the base. 2 is attached to both side surfaces 1c and 1c of the base 1, both side surfaces 2b and 2b of the base 2, and an upper surface 2a of the base 2 with an adhesive.

また、基礎1の側面1c,1cの上端部および下端部に、基礎1の長手方向に延在する金属製の補強帯板4,4が高強度繊維シート3上から以下のようにして固定されている。
すなわちまず、基礎1の立上り部1bの上端部と下端部とにはそれぞれ貫通孔が基礎1の長手方向に所定間隔で複数形成されている。また、補強帯板4にも取付穴が補強帯板4の長手方向に所定間隔で複数形成されている。
そして、補強帯板4,4を基礎1の側面1c,1cに高強度繊維シート3上から当接し、取付穴と貫通孔を合致させたうえで、挿通ボルト5を一方の補強帯板4から基礎1の立上り部1bを貫通して、他方の補強帯板4まで挿通し、さらに挿通ボルト5にナット6を螺合して締め付けることによって、基礎1の側面1c,1cに補強帯板4が固定されている。また、補強帯板4,4は基礎1の立上り部1bの上端部と下端部とにそれぞれ固定されている。
Further, metal reinforcing strips 4 and 4 extending in the longitudinal direction of the foundation 1 are fixed to the upper and lower ends of the side surfaces 1c and 1c of the foundation 1 from above the high-strength fiber sheet 3 as follows. ing.
That is, first, a plurality of through holes are formed at predetermined intervals in the longitudinal direction of the foundation 1 at the upper end and the lower end of the rising portion 1 b of the foundation 1. A plurality of mounting holes are also formed in the reinforcing strip 4 at predetermined intervals in the longitudinal direction of the reinforcing strip 4.
Then, the reinforcing strips 4 and 4 are brought into contact with the side surfaces 1c and 1c of the base 1 from above the high-strength fiber sheet 3 and the mounting holes and the through holes are matched. By passing through the rising portion 1b of the foundation 1 and inserting it to the other reinforcing band plate 4, and further screwing and tightening a nut 6 to the insertion bolt 5, the reinforcing band plate 4 is attached to the side surfaces 1c and 1c of the foundation 1. It is fixed. The reinforcing strips 4 and 4 are fixed to the upper end and the lower end of the rising portion 1b of the foundation 1, respectively.

本実施の形態によれば、基礎1の側面1c,1cの上端部および下端部に、補強帯板4,4が高強度繊維シート3上から固定されているので、基礎1の上端部や下端部を効果的に補強できる。特に、地震等の際に基礎1に発生する応力は、基礎1の上下部で大きくなるので、この部分を高強度繊維シート3と補強帯板4とで補強することによって、基礎を効果的に補強できる。   According to the present embodiment, the reinforcing strips 4 and 4 are fixed to the upper and lower ends of the side surfaces 1c and 1c of the foundation 1 from above the high-strength fiber sheet 3, so that the upper and lower ends of the foundation 1 are The portion can be effectively reinforced. In particular, the stress generated in the foundation 1 in the event of an earthquake or the like increases at the upper and lower parts of the foundation 1, so that the foundation is effectively reinforced by reinforcing this portion with the high-strength fiber sheet 3 and the reinforcing strip 4. Can be reinforced.

なお、図4(a)に示すように、基礎1の一方の側面1c、土台2の一方の側面2b、土台2の上面2aに、高強度繊維シート3を接着したものにおいて、補強帯板4を図3に示した場合と同様にして、基礎1の両側面1c,1cに固定してもよい。但し、この場合、基礎1の他方の側面1cには高強度繊維シート3が接着されていないので、他方の側面1cには補強帯板4が直接固定される。
また、図4(b)に示すように、基礎1の両側面1c,1c、土台2の両側面2b,2b、土台2の上面2aに、高強度繊維シート3を接着したものにおいて、補強帯板4を側面2bの下端部にのみ固定してもよい。
さらに、図4(c)に示すように、基礎1の一方の側面1c、土台2の一方の側面2b、土台2の上面2aに、高強度繊維シート3を接着したものにおいて、補強帯板4を側面2bの下端部にのみ固定してもよい。但し、この場合、基礎1の他方の側面1cには高強度繊維シート3が接着されていないので、他方の側面1cには補強帯板4が直接固定される。
In addition, as shown to Fig.4 (a), in the thing which bonded the high strength fiber sheet 3 to the one side 1c of the foundation 1, the one side 2b of the base 2, and the upper surface 2a of the base 2, the reinforcement strip 4 3 may be fixed to both side surfaces 1c and 1c of the foundation 1 in the same manner as shown in FIG. However, in this case, since the high-strength fiber sheet 3 is not bonded to the other side surface 1c of the foundation 1, the reinforcing band plate 4 is directly fixed to the other side surface 1c.
Further, as shown in FIG. 4 (b), in the case where the high strength fiber sheet 3 is bonded to both side surfaces 1c, 1c of the foundation 1, both side surfaces 2b, 2b of the base 2, and the upper surface 2a of the base 2, You may fix the board 4 only to the lower end part of the side surface 2b.
Furthermore, as shown in FIG. 4 (c), in the case where the high-strength fiber sheet 3 is bonded to one side surface 1c of the foundation 1, one side surface 2b of the base 2, and the upper surface 2a of the base 2, May be fixed only to the lower end of the side surface 2b. However, in this case, since the high-strength fiber sheet 3 is not bonded to the other side surface 1c of the foundation 1, the reinforcing band plate 4 is directly fixed to the other side surface 1c.

(第4の実施の形態)
図5は本発明に係る基礎の補強構造の第4例を示すものである。この図に示す基礎1、土台2は第1の実施の形態における基礎1、土台2と同様の構成である。
本例では、第1および第3の実施の形態と同様に、高強度繊維シート3は、土台2の上面2aおよび両側面2b,2bと、基礎1の両側面1c,1cとを覆うようにして、土台2の上方から被され、基礎1の両側面1c,1c、土台2の両側面2b,2b、土台2の上面2aに接着剤によって接着されている。
(Fourth embodiment)
FIG. 5 shows a fourth example of the foundation reinforcing structure according to the present invention. The foundation 1 and the foundation 2 shown in this figure have the same configuration as the foundation 1 and the foundation 2 in the first embodiment.
In this example, as in the first and third embodiments, the high-strength fiber sheet 3 covers the upper surface 2a and both side surfaces 2b, 2b of the base 2 and the both side surfaces 1c, 1c of the foundation 1. The base 2 is covered from above, and is bonded to both side surfaces 1c and 1c of the base 1, both side surfaces 2b and 2b of the base 2, and the upper surface 2a of the base 2 with an adhesive.

また、基礎1の両側面1c,1cの上端部および下端部に、それぞれ金属製の矩形板状の補強板7が前記高強度繊維シート3上から基礎の長手方向に沿って所定間隔で固定されている。この固定は、図3に示す第3の実施の形態の場合と同様にして、挿通ボルト5とナット6によって行われる。   In addition, metal rectangular plate-like reinforcing plates 7 are fixed at predetermined intervals along the longitudinal direction of the foundation from above the high-strength fiber sheet 3 to the upper and lower ends of both side surfaces 1c, 1c of the foundation 1, respectively. ing. This fixing is performed by the insertion bolt 5 and the nut 6 as in the case of the third embodiment shown in FIG.

本実施の形態によれば、基礎1の側面1c,1cの上端部および下端部に、補強板7が高強度繊維シート3上から基礎1の長手方向に沿って所定間隔で固定されているので、例えば土台2に固定する柱を基礎1に連結するための連結金具を補強板7に固定する場合に、この部分を効果的に補強できる。
なお、本実施の形態においても、図4(a)〜(c)に示すような、パターンの変形例を採用してもよい。
すなわち、基礎1の一方の側面1c、土台2の一方の側面2b、土台2の上面2aに、高強度繊維シート3を接着したものにおいて、補強板7を基礎1の両側面1c,1cに固定してもよい。但し、この場合、基礎1の他方の側面1cには高強度繊維シート3が接着されていないので、他方の側面1cには補強板7が直接固定される。
また、基礎1の両側面1c,1c、土台2の両側面2b,2b、土台2の上面2aに、高強度繊維シート3を接着したものにおいて、補強板7側面2bの下端部にのみ固定してもよい。
さらに、基礎1の一方の側面1c、土台2の一方の側面2b、土台2の上面2aに、高強度繊維シート3を接着したものにおいて、補強板7を側面2bの下端部にのみ固定してもよい。但し、この場合、基礎1の他方の側面1cには高強度繊維シート3が接着されていないので、他方の側面1cには補強板7が直接固定される。
According to the present embodiment, the reinforcing plate 7 is fixed to the upper and lower ends of the side surfaces 1c, 1c of the foundation 1 at predetermined intervals along the longitudinal direction of the foundation 1 from above the high-strength fiber sheet 3. For example, when a connecting metal fitting for connecting a pillar fixed to the base 2 to the foundation 1 is fixed to the reinforcing plate 7, this portion can be effectively reinforced.
Also in the present embodiment, pattern variations as shown in FIGS. 4A to 4C may be adopted.
That is, the reinforcing plate 7 is fixed to the both side surfaces 1c and 1c of the foundation 1 when the high strength fiber sheet 3 is bonded to one side surface 1c of the foundation 1, one side surface 2b of the foundation 2 and the upper surface 2a of the foundation 2. May be. However, in this case, since the high-strength fiber sheet 3 is not bonded to the other side surface 1c of the foundation 1, the reinforcing plate 7 is directly fixed to the other side surface 1c.
Further, in the case where the high strength fiber sheet 3 is bonded to the both side surfaces 1c and 1c of the foundation 1, the both side surfaces 2b and 2b of the base 2, and the upper surface 2a of the base 2, it is fixed only to the lower end portion of the side surface 2b of the reinforcing plate 7. May be.
Further, in the case where the high-strength fiber sheet 3 is bonded to the one side surface 1c of the foundation 1, the one side surface 2b of the base 2, and the upper surface 2a of the base 2, the reinforcing plate 7 is fixed only to the lower end portion of the side surface 2b. Also good. However, in this case, since the high-strength fiber sheet 3 is not bonded to the other side surface 1c of the foundation 1, the reinforcing plate 7 is directly fixed to the other side surface 1c.

本発明に係る基礎の補強構造の第1の実施の形態を示すもので、(a)はその斜視図、(b)は縦断面図である。BRIEF DESCRIPTION OF THE DRAWINGS The 1st Embodiment of the reinforcement structure of the foundation which concerns on this invention is shown, (a) is the perspective view, (b) is a longitudinal cross-sectional view. 本発明に係る基礎の補強構造の第2の実施の形態を示すもので、(a)はその斜視図、(b)は縦断面図である。The 2nd Embodiment of the reinforcement structure of the foundation which concerns on this invention is shown, (a) is the perspective view, (b) is a longitudinal cross-sectional view. 本発明に係る基礎の補強構造の第3の実施の形態を示すもので、(a)はその斜視図、(b)は縦断面図である。The 3rd Embodiment of the reinforcement structure of the foundation which concerns on this invention is shown, (a) is the perspective view, (b) is a longitudinal cross-sectional view. 同、(a)は第1変形例の縦断面図、(b)は第2変形例の縦断面図、(c)は第3変形例の縦断面図である。FIG. 5A is a longitudinal sectional view of the first modification, FIG. 5B is a longitudinal sectional view of the second modification, and FIG. 5C is a longitudinal sectional view of the third modification. 本発明に係る基礎の補強構造の第1の実施の形態を示す斜視図である。It is a perspective view which shows 1st Embodiment of the reinforcement structure of the foundation which concerns on this invention.

符号の説明Explanation of symbols

1 基礎
1c 側面
2 土台
2a 上面
2b 側面
3 高強度繊維シート
4 補強帯板
7 補強板
DESCRIPTION OF SYMBOLS 1 Foundation 1c Side surface 2 Base 2a Upper surface 2b Side surface 3 High-strength fiber sheet 4 Reinforcement strip 7 Reinforcement plate

Claims (5)

基礎の側面に高強度繊維シートが接着されてなる基礎の補強構造において、
前記基礎の上面には土台が設置されており、前記高強度繊維シートは、前記土台の側面および上面にも接着されていることを特徴とする基礎の補強構造。
In the foundation reinforcement structure in which a high-strength fiber sheet is bonded to the side of the foundation,
A foundation reinforcement structure is provided on the upper surface of the foundation, and the high-strength fiber sheet is also bonded to the side surface and the upper surface of the foundation.
請求項1に記載の基礎の補強構造において、
前記高強度繊維シートは、前記土台の上面および両側面と、基礎の両側面とを覆うようにして、前記土台の上方から被されていることを特徴とする基礎の補強構造。
The foundation reinforcement structure according to claim 1,
The high-strength fiber sheet is covered from above the base so as to cover the upper surface and both side surfaces of the base and both side surfaces of the base.
請求項1または2に記載の基礎の補強構造において、
前記基礎の側面の上端部および下端部のうちの少なくともいずれか一方に、基礎の長手方向に延在する金属製の補強帯板が前記高強度繊維シート上から固定されていることを特徴とする基礎の補強構造。
In the reinforcement structure of the foundation according to claim 1 or 2,
A metal reinforcing strip extending in the longitudinal direction of the foundation is fixed from above the high-strength fiber sheet to at least one of the upper end and the lower end of the side surface of the foundation. Foundation reinforcement structure.
請求項1または2に記載の基礎の補強構造において、
前記基礎の側面の上端部および下端部のうちの少なくともいずれか一方に、金属製の補強板が前記高強度繊維シート上から基礎の長手方向に沿って所定間隔で固定されていることを特徴とする基礎の補強構造。
In the reinforcement structure of the foundation according to claim 1 or 2,
A metal reinforcing plate is fixed to at least one of an upper end portion and a lower end portion of the side surface of the foundation at predetermined intervals along the longitudinal direction of the foundation from the high-strength fiber sheet. Reinforcement structure of foundation
請求項1〜4のいずれか一項に記載の基礎の補強構造において、
前記基礎の側面には、前記高強度繊維シート上から接着剤によって砂状の微粒子が付着されていることを特徴とする基礎の補強構造。
In the reinforcement structure of the foundation as described in any one of Claims 1-4,
A foundation reinforcing structure in which sand-like fine particles are adhered to the side surface of the foundation from above the high-strength fiber sheet by an adhesive.
JP2006304881A 2006-11-10 2006-11-10 Reinforcement structure of foundation Pending JP2008121239A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010150755A (en) * 2008-12-24 2010-07-08 J Kenchiku Syst Kk Foundation reinforcing structure

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Publication number Priority date Publication date Assignee Title
JPH06200573A (en) * 1993-01-07 1994-07-19 Ohbayashi Corp Cast-in form construction method, pc form used therefor and manufacture thereof
JPH11131494A (en) * 1997-10-31 1999-05-18 Toyo Shoji Kk Reinforcing structure of footing and reinforcing method
JPH11221817A (en) * 1998-10-26 1999-08-17 Ohbayashi Corp Production of pc form
JP2006132193A (en) * 2004-11-05 2006-05-25 Sumitomo Forestry Co Ltd Sill reinforcing structure
JP2006132081A (en) * 2004-11-02 2006-05-25 Sumitomo Forestry Co Ltd Footing reinforcing structure
JP2006161529A (en) * 2004-12-08 2006-06-22 Shozaburo Sato Repairing method for foundation

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06200573A (en) * 1993-01-07 1994-07-19 Ohbayashi Corp Cast-in form construction method, pc form used therefor and manufacture thereof
JPH11131494A (en) * 1997-10-31 1999-05-18 Toyo Shoji Kk Reinforcing structure of footing and reinforcing method
JPH11221817A (en) * 1998-10-26 1999-08-17 Ohbayashi Corp Production of pc form
JP2006132081A (en) * 2004-11-02 2006-05-25 Sumitomo Forestry Co Ltd Footing reinforcing structure
JP2006132193A (en) * 2004-11-05 2006-05-25 Sumitomo Forestry Co Ltd Sill reinforcing structure
JP2006161529A (en) * 2004-12-08 2006-06-22 Shozaburo Sato Repairing method for foundation

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010150755A (en) * 2008-12-24 2010-07-08 J Kenchiku Syst Kk Foundation reinforcing structure

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