JP2003119814A - Structure and method for reinforcing foundation structure of building - Google Patents
Structure and method for reinforcing foundation structure of buildingInfo
- Publication number
- JP2003119814A JP2003119814A JP2001317308A JP2001317308A JP2003119814A JP 2003119814 A JP2003119814 A JP 2003119814A JP 2001317308 A JP2001317308 A JP 2001317308A JP 2001317308 A JP2001317308 A JP 2001317308A JP 2003119814 A JP2003119814 A JP 2003119814A
- Authority
- JP
- Japan
- Prior art keywords
- building
- resin board
- foundation structure
- existing
- concrete
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、既存の建造物の地
震、地盤沈下対策や不同沈下対策として施工することの
できる建造物における基礎構造の補強構造及び補強工法
に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforcing structure and a reinforcing construction method for a foundation structure of a building which can be constructed as a countermeasure against an earthquake, ground subsidence or differential subsidence of an existing building.
【0002】[0002]
【発明が解決しようとする課題】従来、住宅など既存の
建造物が不同沈下を起こすと、一ヵ所に荷重が集中し、
窓から雨が吹き込む、気密性が失われる、などのトラブ
ルが生じ、特に、雨仕舞いが悪くなることで、躯体の腐
食が進み、建造物の寿命が短くなるばかりでなく、耐震
性能が著しく損なわれる。その対策として、建造物の地
震又は交通の震動や地盤沈下に対する補強するために、
建造物の基礎コンクリート量を増やしたり、基礎の鉄筋
量を増やす等の方法や、杭を打って杭の支持力で建造物
を支えるようにする方法、或いはセメント系の地盤改良
材を用いて軟弱な地盤を改良する方法等が知られてい
る。[Problems to be Solved by the Invention] Conventionally, when an existing building such as a house suffers from uneven settlement, the load is concentrated at one place,
Problems such as rain blown from the window and loss of airtightness occur.In particular, poor rain storage causes corrosion of the skeleton, shortening the life of the building and significantly impairing seismic performance. Be done. As a countermeasure, in order to reinforce against earthquakes of buildings or vibrations of traffic and subsidence,
How to increase the amount of foundation concrete of the building, increase the amount of reinforcing steel of the foundation, how to hit the pile to support the structure with the bearing capacity of the pile, or to use cement-based ground improvement material to weaken There are known methods for improving the ground.
【0003】しかしながら、これらの対策は、予め建造
物を建築する前に地盤に対して行う場合には有効である
が、既存の建造物に対して施工することは工期の長期化
を招くばかりでなく、工事期間中は、建造物に居住する
ことが困難であり、一般的な住宅などの場合において、
経済な負担は大きいものであった。However, although these measures are effective when the ground is to be constructed before the building is built in advance, the construction of the existing structure not only leads to a longer construction period. In general, it is difficult to live in the building during the construction period.
The financial burden was heavy.
【0004】本発明は、このような課題を解決し、既存
の建造物に後から不同沈下防止対策や地盤沈下防止対策
を施すことができる建造物における基礎構造の補強構造
及び補強工法を提供することを目的とする。The present invention solves such a problem and provides a reinforcing structure and a reinforcing construction method for a foundation structure in a building, which can be applied to an existing building afterwards with a differential settlement prevention measure and a ground settlement prevention measure. The purpose is to
【0005】[0005]
【課題を解決するための手段】請求項1の発明の建造物
における基礎構造の補強構造は、不同沈下した既存の建
造物を水平レベルに修正する建造物における基礎構造の
補強構造であって、昇降手段により建造物を上昇させて
支持するとともに、沈下した基礎構造の下側を掘削して
土を排除することによって穴部を形成し、この穴部に発
泡樹脂盤を敷設して前記建造物における基礎構造を支持
するものである。A reinforcing structure for a foundation structure in a building according to the invention of claim 1 is a reinforcing structure for a foundation structure in a structure for correcting an existing building which has been unevenly submerged to a horizontal level. The building is lifted and supported by the lifting means, and a hole is formed by excavating the lower side of the sunken foundation structure to remove soil, and a foamed resin board is laid in this hole to construct the building. It supports the basic structure in.
【0006】請求項1の構成により、不同沈下した既存
の建造物を水平レベルに修正することができるととも
に、既設の建造物の耐震性と免震性が向上し、また既設
の基礎構造の下側の土を発泡樹脂盤に置き換えることで
軽量基礎構造となり、建造物の地盤沈下防止対策とな
る。また、既存の建造物を簡単に補強できるので工事期
間が短時間で済み、経済的に安価であるという効果を有
する。According to the structure of claim 1, it is possible to correct an existing building that has been unevenly subsided to a horizontal level, improve the seismic resistance and seismic isolation of the existing building, and By replacing the soil on the side with a foamed resin board, a lightweight foundation structure will be created, which will be a measure to prevent ground subsidence of the building. In addition, since the existing structure can be easily reinforced, the construction period is short, and it is economically inexpensive.
【0007】請求項2の発明の建造物における基礎構造
の補強構造は、前記発泡樹脂盤と既存の基礎構造との間
に、これら発泡樹脂盤と基礎構造とを一体化するコンク
リートを充填してなるものである。According to a second aspect of the present invention, there is provided a reinforcing structure for a foundation structure in a building, wherein concrete for integrating the foam resin board and the foundation structure is filled between the foam resin board and the existing foundation structure. It will be.
【0008】請求項2の構成により、基礎構造と発泡樹
脂盤とが一体され、既設の建造物の耐震性と免震性が向
上する。According to the structure of claim 2, the foundation structure and the foamed resin board are integrated, and the seismic resistance and seismic isolation of the existing building are improved.
【0009】請求項3の発明の基礎構造の補強工法は、
不同沈下した既存の建造物を水平レベルに修正する建造
物における基礎構造の補強工法であって、不同沈下した
既存の建造物を支えた状態で該建造物の基礎構造の下側
を掘削して穴部を形成し、次いで土を排除して形成され
た基礎構造下部の穴部に、発泡樹脂盤を敷設した後、こ
の発泡樹脂盤と既存の基礎構造との間にコンクリートを
充填して一体化してなるものである。According to a third aspect of the present invention, there is provided a foundation structure reinforcing method,
A method for reinforcing a foundation structure in a structure for correcting an existing building that has been differentially submerged to a horizontal level by excavating the underside of the basic structure of the building while supporting the existing building that has been differentially submerged. After forming a hole and then laying a foam resin board in the hole under the basic structure formed by removing soil, concrete is filled between this foam resin board and the existing basic structure to integrate it. It will be made.
【0010】請求項3の構成により、不同沈下した既存
の建造物を水平レベルに修正することができるととも
に、既設の建造物の耐震性と免震性が向上し、また既設
の基礎構造の下側の土を発泡樹脂盤に置き換えることで
軽量基礎構造となり、建造物の地盤沈下防止対策とな
る。また、既存の建造物を簡単に補強できるので工事期
間が短時間で済み、経済的に安価であるという効果を有
する。According to the third aspect of the present invention, it is possible to correct the existing building that has been unevenly subsided to a horizontal level, improve the seismic resistance and seismic isolation of the existing building, and By replacing the soil on the side with a foamed resin board, a lightweight foundation structure will be created, which will be a measure to prevent ground subsidence of the building. In addition, since the existing structure can be easily reinforced, the construction period is short, and it is economically inexpensive.
【0011】[0011]
【発明の実施形態】以下、本発明の一実施例を添付図面
を参照して説明する。図1乃至図4に示すように、1は
軟弱な地盤2などに建てた建造物であり、3は建造物1
の基礎構造たる基礎コンクリートである。なお、本実施
例では、建造物1として二階建ての一般住宅を示してい
る。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the accompanying drawings. As shown in FIGS. 1 to 4, 1 is a building built on a soft ground 2 and 3 is a building 1
It is the basic concrete that is the basic structure of. In the present embodiment, a two-story general house is shown as the building 1.
【0012】4は補強を施す部分1aの既存の基礎コン
クリート3の下部を掘削排除することにより形成した穴
部であり、こうして排除した土の変わりに、土より密度
の小さい発泡樹脂盤5を敷設して建造物の地盤沈下応力
を軽減することができ、該建造物の地盤沈下防止対策に
極めて有効なものとなる。なお、発泡樹脂盤5と基礎コ
ンクリート3とをコンクリート7で接合する。尚、図中
GLはグランドラインである。Numeral 4 is a hole formed by excavating and removing the lower part of the existing basic concrete 3 of the portion 1a to be reinforced. Instead of the soil thus removed, a foamed resin board 5 having a smaller density than the soil is laid. Thus, the ground subsidence stress of the building can be reduced, which is extremely effective for the ground subsidence prevention measures of the building. The foamed resin board 5 and the basic concrete 3 are joined with concrete 7. GL in the figure is a ground line.
【0013】本発明で用いる発泡樹脂盤5としては、軽
量で、必要な圧縮強度を有するものであればよく、発泡
スチロール、ポリスチレン、ポリプロピレン、ポリエチ
レン、ポリウレタン、ポリ塩化ビニル等の発泡体を用い
る。また、発泡樹脂盤5と基礎コンクリート3を接合す
る前記コンクリート7は内部に鉄筋8を有している。The foamed resin board 5 used in the present invention may be any one as long as it is lightweight and has a required compressive strength, and foamed polystyrene, polystyrene, polypropylene, polyethylene, polyurethane, polyvinyl chloride or the like is used. Further, the concrete 7 for joining the foamed resin board 5 and the basic concrete 3 has a reinforcing bar 8 inside.
【0014】次に本発明の施工方法を、順を追って具体
的に説明する。Next, the construction method of the present invention will be specifically described step by step.
【0015】まず、既設の建造物1の基礎コンクリート
3を調査し、不同沈下により、建造物1ト3が折れた
り、傾いたり、歪んだりして耐震性能が低下した箇所1
aを探し出し、基礎コンクリート3など含む建造物1の
重量を解析し、基礎コンクリート3の下部において排出
する土の量及び箇所1aに最適な発泡樹脂盤5の圧縮強
度を決定する。First, the foundation concrete 3 of the existing building 1 is investigated, and due to the uneven settlement, the building 1 to 3 is bent, tilted, or distorted, and the seismic performance is deteriorated.
a is searched for, the weight of the building 1 including the basic concrete 3 is analyzed, and the amount of soil discharged at the lower part of the basic concrete 3 and the optimum compressive strength of the foamed resin board 5 for the place 1a are determined.
【0016】次に上記箇所1aにおいて、建造物1を油
圧ジャッキまたはエアジャッキなどの昇降装置6によっ
て建造物1を支持した状態で基礎コンクリート3の地盤
2を下部を掘削し、予め設定した土を排除する。これに
より、基礎コンクリート3の下部に穴部4を形成する。
こうして掘削した穴部4を締め固めた後、穴部4の上に
発泡樹脂盤5を敷設する。そして、発泡樹脂盤5上にコ
ンクリート型枠(図示せず)を形成するとともに、コン
クリート型枠内において鉄筋8を組む。この後、発泡樹
脂盤5と基礎コンクリート3との間のスペースにコンク
リート7を流し込み、養生して硬化させることによっ
て、建造物1の基礎コンクリート3と発泡樹脂盤5とを
接合一体化し、その後GLまで土を敷き固める。これに
より、不同沈下した既存の建造物1を水平レベルに修正
することができる。また、建造物1、基礎コンクリート
3及びコンクリート7の過重を、地盤2を掘削した排土
砂の荷重とバランスさせることにより、地中応力の増加
を少なくしたいわゆるフローティング基礎構造とするこ
とができる。このように掘削によって排除する土砂の重
量より密度の小さな発泡樹脂盤5を敷設することで沈下
応力の増加を防ぎ、軟弱な地盤2であっても建造物1の
沈下を抑制し安定した状態に保つことができ、建造物1
の耐震性、耐地盤沈下性が飛躍的に向上する。さらに、
既存の建造物1を簡単に補強できるので工事期間が短時
間で済み、経済的に安価であるという効果を有する。Next, at the above-mentioned location 1a, the ground 2 of the foundation concrete 3 is excavated in the lower part while the building 1 is supported by the lifting device 6 such as a hydraulic jack or an air jack, and the preset soil is removed. Exclude. As a result, the hole 4 is formed in the lower portion of the basic concrete 3.
After the hole 4 thus excavated is compacted, a foamed resin board 5 is laid on the hole 4. Then, a concrete form (not shown) is formed on the foamed resin board 5, and the reinforcing bars 8 are assembled in the concrete form. After that, the concrete 7 is poured into the space between the foamed resin board 5 and the basic concrete 3 and cured and hardened to join and integrate the basic concrete 3 and the foamed resin board 5 of the building 1, and then GL. Spread the soil until it is firm. As a result, it is possible to correct the existing building 1 that has been unevenly sinked to a horizontal level. Further, by balancing the excess weight of the building 1, the foundation concrete 3 and the concrete 7 with the load of the excavated sand excavated from the ground 2, it is possible to form a so-called floating foundation structure in which an increase in underground stress is suppressed. By laying the foamed resin board 5 having a density smaller than the weight of earth and sand removed by excavation in this way, an increase in settlement stress is prevented, and even if the ground 2 is soft, the settlement of the building 1 is suppressed and a stable state is achieved. Can be kept, building 1
The seismic resistance and ground subsidence resistance are dramatically improved. further,
Since the existing building 1 can be easily reinforced, the construction period is short, and it is economically inexpensive.
【0017】また、前記実施例では、既存の建造物1に
対して説明したが、支持力の小さい地盤2において、建
築後、不同沈下が起きる可能性のある場合、建築時にに
地盤改良として施すことができる。In the above embodiment, the existing building 1 has been described. However, in the case of the ground 2 having a small bearing capacity, if there is a possibility that differential settlement will occur after the building, the ground will be improved at the time of building. be able to.
【0018】以上、本発明の一実施例について詳述した
が、本発明は前記実施例に限定されるものではなく、本
発明の要旨の範囲内で種々の変形実施が可能である。例
えば、図3において、不同沈下により、傾いた側の個所
1a部分に発泡樹脂盤5を設けた例を示したが、図4に
示すように、建造物1の両側個所1a及び1bにも発泡
樹脂盤5を設けてもよい。また、建造物1は二階建てに
限らず平家でも適用可能であることは勿論である。Although one embodiment of the present invention has been described in detail above, the present invention is not limited to the above embodiment, and various modifications can be made within the scope of the gist of the present invention. For example, although FIG. 3 shows an example in which the foamed resin board 5 is provided in the portion 1a on the inclined side due to the uneven settlement, as shown in FIG. 4, the foamed resin board 5 is also foamed in the portions 1a and 1b on both sides of the building 1. A resin board 5 may be provided. Further, it goes without saying that the building 1 is not limited to a two-story structure and can be applied to a flat house.
【0019】[0019]
【発明の効果】請求項1の発明の建造物における基礎構
造の補強構造によれば、不同沈下した既存の建造物を水
平レベルに修正する建造物における基礎構造の補強構造
であって、昇降手段により建造物を上昇させて支持する
とともに、沈下した基礎構造の下側を掘削して土を排除
することによって穴部を形成し、この穴部に発泡樹脂盤
を敷設して前記建造物における基礎構造を支持するもの
であるから、不同沈下した既存の建造物を水平レベルに
修正することができるとともに、既存の建造物を簡単に
補強できるので工事期間が短時間で済み、経済的に安価
であるという効果を有する。According to the reinforcing structure for a foundation structure of a building according to the first aspect of the present invention, there is provided a reinforcing structure for a foundation structure in a structure for correcting an existing building which has been unevenly sinked to a horizontal level. The building is lifted and supported by the structure, and a hole is formed by excavating the lower side of the subsided foundation structure to remove soil, and a foam resin board is laid in this hole to form the foundation of the building. As it supports the structure, it is possible to modify the existing building that has been unevenly subsided to a horizontal level, and the existing building can be easily reinforced so that the construction period is short and it is economically inexpensive. Has the effect of being.
【0020】請求項2の発明の建造物における基礎構造
の補強構造によれば、前記発泡樹脂盤と既存の基礎構造
との間に、これら発泡樹脂盤と基礎構造とを一体化する
コンクリートを充填してなるものであるから、基礎構造
と発泡樹脂盤とが一体され、既設の建造物の耐震性と免
震性が向上する。According to the reinforcement structure of the basic structure in the building of the invention of claim 2, between the foamed resin board and the existing foundation structure, concrete for filling the foamed resin board and the foundation structure is filled. As a result, the foundation structure and the foamed resin board are integrated, and the seismic resistance and seismic isolation of the existing building are improved.
【0021】請求項3の発明の基礎構造の補強工法によ
れば、不同沈下した既存の建造物を水平レベルに修正す
る建造物における基礎構造の補強工法であって、不同沈
下した既存の建造物を支えた状態で該建造物の基礎構造
の下側を掘削して穴部を形成し、次いで土を排除して形
成された基礎構造下部の穴部に、発泡樹脂盤を敷設した
後、この発泡樹脂盤と既存の基礎構造との間にコンクリ
ートを充填して一体化してなるものであるから、既設の
建造物の耐震性と免震性が向上し、また既設の基礎構造
の下側の土を発泡樹脂盤に置き換えることで軽量基礎構
造となり、建造物の地盤沈下防止対策となる。また、既
存の建造物を簡単に補強できるので工事期間が短時間で
済み、経済的に安価であるという効果を有する。According to the reinforcement method for a foundation structure of the third aspect of the present invention, there is provided a reinforcement method for a foundation structure in a structure for correcting an existing building that has been unevenly submerged to a horizontal level, and the existing building having been differentially submerged. After excavating the lower side of the basic structure of the building to form a hole, and then laying a foamed resin board in the hole in the lower part of the basic structure formed by removing soil, Since it is made by filling concrete between the foamed resin board and the existing foundation structure and integrating them, the seismic resistance and seismic isolation of the existing building are improved, and the lower part of the existing foundation structure is By replacing the soil with a foamed resin board, a lightweight foundation structure will be provided, and it will be a measure to prevent ground subsidence of the building. In addition, since the existing structure can be easily reinforced, the construction period is short, and it is economically inexpensive.
【図1】本発明の一実施例を示す建造物の基礎部分を拡
大した断面図である。FIG. 1 is an enlarged cross-sectional view of a foundation portion of a building showing an embodiment of the present invention.
【図2】同上施工前の建造物全体を示す断面図である。FIG. 2 is a cross-sectional view showing the entire building before construction.
【図3】同上施工後の建造物全体を示す断面図である。FIG. 3 is a cross-sectional view showing the entire building after the construction.
【図4】同上建造物の両側に発泡樹脂盤を設けた建造物
全体を示す断面図である。FIG. 4 is a cross-sectional view showing the entire building in which foamed resin boards are provided on both sides of the building.
1 建造物 2 地盤 3 基礎コンクリート(基礎構造) 4 穴部 5 発泡樹脂盤 6 昇降装置 7 コンクリート 1 building 2 ground 3 Foundation concrete (foundation structure) 4 holes 5 Foam resin board 6 Lifting device 7 concrete
───────────────────────────────────────────────────── フロントページの続き (71)出願人 501401467 太田 方雄 東京都足立区千住仲町33番地−2 (72)発明者 佐藤 吉宏 新潟県中蒲原郡村松町甲3番地 株式会社 佐藤住建内 Fターム(参考) 2D046 BA00 DA18 ─────────────────────────────────────────────────── ─── Continued front page (71) Applicant 501401467 Fumio Ota 33-2 Senjunaka-cho, Adachi-ku, Tokyo (72) Inventor Yoshihiro Sato Niigata Prefecture Nakamurabara-gun Muramatsu-cho 3 No. 3 Inc. Sato Jukennai F-term (reference) 2D046 BA00 DA18
Claims (3)
に修正する建造物における基礎構造の補強構造であっ
て、昇降手段により建造物を上昇させて支持するととも
に、沈下した基礎構造の下側を掘削して土を排除するこ
とによって穴部を形成し、この穴部に発泡樹脂盤を敷設
して前記建造物における基礎構造を支持してなることを
特徴とする建造物における基礎構造の補強構造。1. A reinforcing structure for a foundation structure in a structure for correcting an existing building that has been unevenly submerged to a horizontal level, wherein the structure is raised and supported by an elevating means and the lower side of the submerged basic structure. A hole is formed by excavating the ground to remove soil, and a foamed resin board is laid in the hole to support the base structure of the building. Construction.
に、これら発泡樹脂盤と基礎構造とを一体化するコンク
リートを充填してなることを特徴とする請求項1記載の
建造物における基礎構造の補強構造。2. The building according to claim 1, characterized in that between the foamed resin board and the existing foundation structure, concrete for integrating the foamed resin board and the foundation structure is filled. Reinforcement structure of foundation structure.
に修正する建造物における基礎構造の補強工法であっ
て、昇降手段により建造物を上昇させて支持した状態で
該建造物の基礎構造の下側を掘削して穴部を形成し、次
いで土を排除して形成された基礎構造下部の穴部に、発
泡樹脂盤を敷設した後、この発泡樹脂盤と既存の基礎構
造との間にコンクリートを充填して一体化してなること
を特徴とする建造物における基礎構造の補強工法。3. A method for reinforcing a foundation structure in a building, which corrects an existing building that has been unevenly submerged to a horizontal level, the method comprising: After digging the lower side to form a hole, and then laying a foam resin board in the hole at the bottom of the foundation structure formed by removing soil, between this foam resin board and the existing foundation structure Reinforcement method of foundation structure in building characterized by being filled with concrete and integrated.
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JP2001317308A JP3804063B2 (en) | 2001-10-15 | 2001-10-15 | Reinforcement structure and reinforcement method of foundation structure in building |
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100674356B1 (en) | 2006-09-30 | 2007-01-30 | 주식회사 삼안 | Foundation strengthening method of concrete dam |
CN105133676A (en) * | 2015-09-29 | 2015-12-09 | 胡忠志 | Building inclination rectification construction method |
CN106320403A (en) * | 2016-09-20 | 2017-01-11 | 武汉理工大学 | Inclination rectification and reinforcement method for existing building |
CN108265739A (en) * | 2018-02-01 | 2018-07-10 | 华洲建设温州有限公司 | A kind of lift base formation |
CN108532655A (en) * | 2017-01-21 | 2018-09-14 | 叶长青 | The deviation rectification construction method of brick-concrete building |
-
2001
- 2001-10-15 JP JP2001317308A patent/JP3804063B2/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100674356B1 (en) | 2006-09-30 | 2007-01-30 | 주식회사 삼안 | Foundation strengthening method of concrete dam |
CN105133676A (en) * | 2015-09-29 | 2015-12-09 | 胡忠志 | Building inclination rectification construction method |
CN106320403A (en) * | 2016-09-20 | 2017-01-11 | 武汉理工大学 | Inclination rectification and reinforcement method for existing building |
CN108532655A (en) * | 2017-01-21 | 2018-09-14 | 叶长青 | The deviation rectification construction method of brick-concrete building |
CN108265739A (en) * | 2018-02-01 | 2018-07-10 | 华洲建设温州有限公司 | A kind of lift base formation |
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JP3804063B2 (en) | 2006-08-02 |
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