JP2008184886A - Concrete foundation reinforcing method of wooden house - Google Patents

Concrete foundation reinforcing method of wooden house Download PDF

Info

Publication number
JP2008184886A
JP2008184886A JP2007044603A JP2007044603A JP2008184886A JP 2008184886 A JP2008184886 A JP 2008184886A JP 2007044603 A JP2007044603 A JP 2007044603A JP 2007044603 A JP2007044603 A JP 2007044603A JP 2008184886 A JP2008184886 A JP 2008184886A
Authority
JP
Japan
Prior art keywords
foundation
concrete foundation
reinforcing
wooden house
aramid fiber
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.)
Pending
Application number
JP2007044603A
Other languages
Japanese (ja)
Inventor
Kenji Nishimori
憲二 西森
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Taihei Co Ltd
Original Assignee
Taihei Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Taihei Co Ltd filed Critical Taihei Co Ltd
Priority to JP2007044603A priority Critical patent/JP2008184886A/en
Publication of JP2008184886A publication Critical patent/JP2008184886A/en
Pending legal-status Critical Current

Links

Images

Abstract

<P>PROBLEM TO BE SOLVED: To provide a foundation reinforcing method superior in workability, by surely increasing strength in an existing foundation itself to which stress from a sill is directly transmitted, when reinforcing a concrete foundation part of an existing wooden house. <P>SOLUTION: Surface mortar on one side of a foundation 12 is chipped off, and a notch of the 1 to 2 cm corner is formed in a vertical 5 to 10 cm position of the concrete foundation 12 by using a sander. An epoxy adhesive is applied to its notch port, and an aramid fiber rod 14 is inserted. When necessary, an aramid fiber sheet 19 is stuck to a surface by using the epoxy adhesive, and a concrete surface is finished with mortar. This is applied over the whole foundation part periphery of the existing wooden house, and the existing foundation itself can be reinforced thereby with excellent workability. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は既築木造住宅の基礎を補強する基礎補強方法に関するものである。  The present invention relates to a foundation reinforcing method for reinforcing a foundation of an existing wooden house.

木造住宅の構造は通常、コンクリート基礎の上に土台を設置しその上に建物部分が構築されている。この木造住宅は木材の特性及び大工の技術により高強度の建物を造ることができる。しかし、近年の建築基準法に基づいて建てられた家屋はある程度の強度が規定されているため問題ないと考えられるが、耐震性基準の低い時期に建てられた木造住宅には多くの問題点が指摘されている。その一つは家屋部分の耐震性である。大地震の発生が危惧されている今、壁量不足等による家屋倒壊の危険性が重要視されてきている。そしてもう一つはその家屋を支えている基礎の強度に関する問題である。現在は鉄筋量やコンクリート強度の規定があるが、規定される前の木造住宅のコンクリート基礎は各建物によって強度・安全性が統一されていない。ほとんどの基礎が無筋コンクリートで大地震発生の際、コンクリート基礎が破壊され柱の引抜等が生じ家屋が倒壊する危険性がある。よって木造住宅の補強に関しては基礎の補強は最も重要といえる。このコンクリート基礎の補強方法として従来行われている方法は、非特許文献に記載されている鉄筋コンクリート基礎増し打ち工法である。この工法は、既存コンクリート基礎の外側に鉄筋コンクリート布基礎を打設し、ケミカルアンカーで既存コンクリート基礎と一体化させる工法であり、最も多く施工実績がある。また、特許文献1に記載されている鋼板で補強するものが知られている。この工法は、L字型鋼板でコンクリートを内外両側被覆し、ボルト・ナットで固定する方法ある。  The structure of a wooden house is usually built on a concrete foundation and a building is built on it. This wooden house can build a high-strength building with the characteristics of wood and carpentry technology. However, houses built based on the recent Building Standards Law are considered to have no problem because some strength is prescribed, but wooden houses built at a time when the earthquake resistance standard is low have many problems. It has been pointed out. One of them is the earthquake resistance of the house part. Now that there is a concern about the occurrence of a major earthquake, the danger of home collapse due to the lack of wall space has become important. The other issue is the strength of the foundation that supports the house. Currently, there are regulations on the amount of reinforcing bars and concrete strength, but the concrete foundations of wooden houses before they are prescribed are not unified in strength and safety by each building. When most foundations are unreinforced concrete and a large earthquake occurs, there is a risk that the concrete foundation will be destroyed, columns will be pulled out, and the house will collapse. Therefore, the reinforcement of the foundation is the most important for the reinforcement of wooden houses. A conventional method for reinforcing the concrete foundation is a reinforced concrete foundation reinforcement method described in non-patent literature. This construction method is a construction method in which a reinforced concrete cloth foundation is placed outside the existing concrete foundation and integrated with the existing concrete foundation with chemical anchors. Moreover, what reinforces with the steel plate described in patent document 1 is known. This method is a method in which concrete is covered on both sides with an L-shaped steel plate and fixed with bolts and nuts.

木造住宅の耐震診断と補強方法(財団法人日本建築防災協会)Seismic diagnosis and reinforcement method for wooden houses (Japan Building Disaster Prevention Association) 特開2003−293382号公報JP 2003-293382 A

発明が解決しようとする課題Problems to be solved by the invention

鉄筋コンクリート基礎増打ち工法は既存コンクリート基礎にケミカルアンカーで接合させる工法であるため直接土台からの応力の伝達が少ないと考えられることから、十分な強度が出にくい。また、特開2003−293382号公報に記載されている鋼板で補強する方法は、鋼板をコンクリート基礎内外両側に被覆する方法であるため、建物内部の床組等も解体して施工することから施工性に優れているとは言いがたい。  Reinforced concrete foundation reinforcement method is a method of joining existing concrete foundations with chemical anchors, so it is considered that there is little transmission of stress directly from the foundation, so it is difficult to obtain sufficient strength. In addition, the method of reinforcing with steel plates described in Japanese Patent Application Laid-Open No. 2003-293382 is a method of coating steel plates on both the inside and outside of the concrete foundation. It is hard to say that it is excellent.

本発明は、これらの課題を解決するもので、直接土台からの応力が伝達される既存コンクリート基礎の強度を上げることを目的とする。また、コンクリート基礎の片側施工の為施工性に優れたものにすることを目的とする。  This invention solves these subjects, and it aims at raising the intensity of the existing concrete foundation to which the stress from a foundation is transmitted directly. Moreover, it aims at making it the thing excellent in workability for one side construction of a concrete foundation.

課題を解決するための手段Means for solving the problem

請求項1記載の本発明の木造住宅の基礎補強方法は、コンクリート基礎の外側にアラミド繊維ロッドを埋め込みエポキシ系接着剤で固定後、表面モルタルで仕上げることにより前記補強用ロッド及びコンクリート基礎を一体化させることを特徴とする。請求項2記載の本発明は、請求項1記載の木造住宅の基礎補強方法において、アラミド繊維シートを被覆しコンクリート基礎全体を一体化させることを特徴とする。請求項3記載の本発明は、請求項1及び請求項2に記載の木造住宅の基礎補強方法において、木造住宅の周囲におけるコンクリート基礎の全周及び高倍率耐力壁直下のコンクリート基礎に配置することを特徴とする。  The method of reinforcing a wooden house foundation according to claim 1 is to integrate the reinforcing rod and the concrete foundation by embedding an aramid fiber rod outside the concrete foundation and fixing it with an epoxy-based adhesive, and then finishing with a surface mortar. It is characterized by making it. The present invention described in claim 2 is characterized in that, in the method for reinforcing a wooden house according to claim 1, an aramid fiber sheet is covered and the entire concrete foundation is integrated. According to a third aspect of the present invention, in the foundation reinforcement method for a wooden house according to the first and second aspects, the entire circumference of the concrete foundation and the concrete foundation directly under the high-magnification bearing wall around the wooden house are disposed. It is characterized by.

本発明の第1の実施の形態による木造住宅の基礎補強方法は、コンクリート基礎の外側にアラミド繊維ロッドを埋め込みエポキシ系接着剤で固定後、表面モルタルで仕上げることにより前記補強用ロッド及びコンクリート基礎を一体化させるため、補強後の基礎部の強度を確保することができる。  The method for reinforcing a wooden house foundation according to the first embodiment of the present invention is to fix the reinforcing rod and concrete foundation by embedding an aramid fiber rod on the outside of the concrete foundation and fixing it with an epoxy adhesive, and then finishing with a surface mortar. In order to integrate, the strength of the foundation part after reinforcement can be secured.

本発明第2の実施の形態は、第1の実施の形態による木造住宅の基礎補強方法において、アラミド繊維シートを被覆しコンクリート基礎全体を一体化させるため、補強後の基礎部においてより高い強度を確保することができる。  In the second embodiment of the present invention, in the foundation reinforcing method for a wooden house according to the first embodiment, since the aramid fiber sheet is covered and the entire concrete foundation is integrated, higher strength is obtained in the foundation portion after reinforcement. Can be secured.

本発明第3の実施の形態は、第1及び第2の実施の形態による木造住宅の基礎補強方法において、木造住宅の周囲におけるコンクリート基礎の全周及び高倍率耐力壁直下のコンクリート基礎に配置するため、既存木造住宅の耐震性を高める基礎補強をすることができる。  According to a third embodiment of the present invention, in the method for reinforcing a wooden house foundation according to the first and second embodiments, the entire circumference of the concrete foundation around the wooden house and the concrete foundation directly under the high-magnification load-bearing wall are arranged. Therefore, the foundation reinforcement which improves the earthquake resistance of the existing wooden house can be performed.

以下、本発明の実施例について、図面に基づいて説明する。  Embodiments of the present invention will be described below with reference to the drawings.

(実施例1)図1は本発明による基礎補強方法を実施した木造住宅の基礎部分を示す断面図である。地盤11は必要に応じて地盤改良を行う。既存コンクリート基礎12は逆T字型に形成されていることを想定しているが、I型になっている場合も同様にこの補強方法を用いることとする。コンクリート基礎12の片側の表面モルタルをはつり取り、コンクリート基礎12の上下5〜10cmの位置に1〜2cm角の切り込みをサンダー等を用いて入れる。その切り込み口にエポキシ系接着剤を塗布し、アラミド繊維ロッド14を入れる。請求項2においてはアラミド繊維シート19を表面にエポキシ系接着剤を用いて貼付ける。請求項1、請求項2いずれも外側はモルタルで仕上げる。高倍率の壁の柱は引抜き防止の為ホールダウン17で補強する。既存コンクリート基礎12に固定するためにアンカー15を用いる。(Embodiment 1) FIG. 1 is a sectional view showing a foundation portion of a wooden house in which a foundation reinforcing method according to the present invention is implemented. The ground 11 performs ground improvement as necessary. Although it is assumed that the existing concrete foundation 12 is formed in an inverted T shape, this reinforcing method is also used in the case of an I shape. The surface mortar on one side of the concrete foundation 12 is removed, and a 1 to 2 cm square notch is inserted into the top and bottom of the concrete foundation 12 using a sander or the like. An epoxy adhesive is applied to the cut opening and an aramid fiber rod 14 is inserted. In Claim 2, the aramid fiber sheet 19 is affixed on the surface using an epoxy adhesive. Both the first and second aspects are finished with mortar on the outside. High-power wall pillars are reinforced with hole-downs 17 to prevent pulling out. An anchor 15 is used to fix the existing concrete foundation 12.

図2は、補強用アラミド繊維ロッド14の一例を示す姿図である。補強用アラミド繊維ロッド14の直径は7.5mmで長さは2mのものを使用する。ただ、在来木造住宅は910モジュールが基本
(3)
となっていることが多いため、必要に応じて補強用アラミド繊維ロッド14のつなぎ目が柱直下にならないよう切断して調整する。
FIG. 2 is a view showing an example of the reinforcing aramid fiber rod 14. The reinforcing aramid fiber rod 14 has a diameter of 7.5 mm and a length of 2 m. However, 910 modules are basic for conventional wooden houses.
(3)
Therefore, if necessary, the reinforcing aramid fiber rod 14 is cut and adjusted so that the joint of the reinforcing aramid fiber rods 14 is not directly under the column.

図3は、基礎補強を実施した木造住宅の基礎部分を示す斜視図である。コンクリート基礎12の片側の表面モルタルをはつり取り、コンクリート基礎12の上下5〜10cmの位置に1〜2cm角の切り込みをサンダー等を用いて入れる。その切り込み口にエポキシ系接着剤を塗布し、アラミド繊維ロッド14を入れる。請求項2においてはアラミド繊維シート19を表面にエポキシ系接着剤を用いて貼付ける。請求項1、請求項2いずれも外側はモルタルで仕上げる。
高倍率の壁の柱は引抜き防止の為ホールダウン17で補強する。請求項1においてはアラミド繊維シート19がないものになる為、補強用アラミド繊維ロッド14を設置後表面モルタル13で仕上げる。
FIG. 3 is a perspective view showing a foundation portion of a wooden house subjected to foundation reinforcement. The surface mortar on one side of the concrete foundation 12 is removed, and a 1 to 2 cm square notch is inserted into the top and bottom of the concrete foundation 12 using a sander or the like. An epoxy adhesive is applied to the cut opening, and an aramid fiber rod 14 is inserted. In Claim 2, the aramid fiber sheet 19 is affixed on the surface using an epoxy adhesive. Both the first and second aspects are finished with mortar on the outside.
High-power wall pillars are reinforced with hole-downs 17 to prevent pulling out. Since the aramid fiber sheet 19 is not provided in the first aspect, the reinforcing aramid fiber rod 14 is finished with the surface mortar 13 after being installed.

図4は、基礎補強を実施した木造住宅の基礎部分を示す立面図である。これは補強用アラミド繊維ロッド14の設置の際に生じるつなぎ目の配置調整を表す。柱直下に補強用アラミド繊維ロッド14のつなぎ目がこないように配置する。補強用アラミド繊維ロッドは切断が容易であるため調整が簡単にできる特徴を持つ。  FIG. 4 is an elevational view showing a foundation portion of a wooden house that has undergone foundation reinforcement. This represents the arrangement adjustment of the joints that occur when the reinforcing aramid fiber rod 14 is installed. It arrange | positions so that the joint of the reinforcing aramid fiber rod 14 may not come under a pillar. Since the reinforcing aramid fiber rod is easy to cut, it can be easily adjusted.

発明の効果The invention's effect

以上のように本発明による基礎補強方法によれば、既存木造住宅のコンクリート基礎補強をするにあたり、土台からの応力が最もかかると考えられる既存コンクリート基礎自体を補強することができる。また、コンクリート打設がないため、床組みを解体することなく施工が可能なので工期短縮が可能で安価な基礎補強ができる。  As described above, according to the foundation reinforcing method according to the present invention, it is possible to reinforce the existing concrete foundation itself, which is considered to receive the stress from the foundation most when reinforcing the concrete foundation of the existing wooden house. In addition, since there is no concrete placement, construction can be performed without disassembling the floor assembly, so the construction period can be shortened and inexpensive foundation reinforcement can be achieved.

本発明による基礎補強方法を実施した木造住宅の基礎部分を示す断面図Sectional drawing which shows the base part of the wooden house which implemented the foundation reinforcement method by this invention 本発明による基礎補強方法に使用される補強用アラミド繊維ロッドの一例を示す姿図The figure which shows an example of the aramid fiber rod for reinforcement used for the foundation reinforcement method by this invention 本発明による基礎補強方法における補強用アラミド繊維ロッド、補強用アラミド繊維シートの施工の一例を示す既存木造住宅のコンクリート基礎部分の斜視図The perspective view of the concrete foundation part of the existing wooden house which shows an example of the construction of the aramid fiber rod for reinforcement and the aramid fiber sheet for reinforcement in the foundation reinforcement method according to the present invention 本発明による基礎補強方法における補強用アラミド繊維ロッドの施工位置の一例を示す既存木造住宅のコンクリート基礎部分の立面図The elevation view of the concrete foundation part of the existing wooden house which shows an example of the construction position of the aramid fiber rod for reinforcement in the foundation reinforcement method by this invention

符号の説明Explanation of symbols

11 地盤
12 コンクリート基礎
13 表面モルタル
14 補強用アラミド繊維ロッド
15 アンカー
16 ボルト
17 ホールダウン金物
18 土台
19 補強用アラミド繊維シート
DESCRIPTION OF SYMBOLS 11 Ground 12 Concrete foundation 13 Surface mortar 14 Reinforcement aramid fiber rod 15 Anchor 16 Bolt 17 Hole down hardware 18 Base 19 Reinforcement aramid fiber sheet

Claims (3)

コンクリート基礎の外側にアラミド繊維ロッドを埋め込みエポキシ系接着剤で固定後、表面モルタルで仕上げることにより前記補強用ロッド及びコンクリート基礎を一体化させることを特徴とする木造住宅の基礎補強方法。  A method for reinforcing a foundation of a wooden house, comprising embedding the reinforcing rod and the concrete foundation by embedding an aramid fiber rod on the outside of the concrete foundation and fixing with an epoxy-based adhesive and then finishing with a surface mortar. アラミド繊維シートをコンクリート基礎外側に被覆しコンクリート基礎全体を一体化させることを特徴とする請求項1に記載の木造住宅の基礎補強方法。  The method of reinforcing a foundation for a wooden house according to claim 1, wherein the aramid fiber sheet is coated on the outside of the concrete foundation to integrate the entire concrete foundation. 前記補強用ロッド及び補強用シートを、木造住宅の周囲におけるコンクリート基礎の全周及び高倍率耐力壁直下のコンクリート基礎に配置することを特徴とする請求項1及び請求項2のいずれかに記載の木造住宅の基礎補強方法。  The said reinforcing rod and reinforcing sheet are arrange | positioned in the concrete foundation in the circumference of a concrete foundation in the circumference | surroundings of a wooden house, and a concrete foundation just under a high-magnification bearing wall. Basic reinforcement method for wooden houses.
JP2007044603A 2007-01-26 2007-01-26 Concrete foundation reinforcing method of wooden house Pending JP2008184886A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2007044603A JP2008184886A (en) 2007-01-26 2007-01-26 Concrete foundation reinforcing method of wooden house

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2007044603A JP2008184886A (en) 2007-01-26 2007-01-26 Concrete foundation reinforcing method of wooden house

Publications (1)

Publication Number Publication Date
JP2008184886A true JP2008184886A (en) 2008-08-14

Family

ID=39728117

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2007044603A Pending JP2008184886A (en) 2007-01-26 2007-01-26 Concrete foundation reinforcing method of wooden house

Country Status (1)

Country Link
JP (1) JP2008184886A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2010026702A1 (en) * 2008-09-08 2010-03-11 前田工繊株式会社 Reinforcing structure for residential concrete foundation, and reinforcing method therefor
JP2013096139A (en) * 2011-11-01 2013-05-20 Kooshin House Caring:Kk Reinforcement tool for reinforcing foundation of architectural structure and reinforcement method

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0395525U (en) * 1990-01-19 1991-09-30
JPH10168902A (en) * 1996-12-09 1998-06-23 Mitsui Home Co Ltd Method and structure of reinforcing building foundation
JP2001098767A (en) * 1999-10-01 2001-04-10 Yokohama Rubber Co Ltd:The Reinforcing construction method of reinforced concrete structure

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0395525U (en) * 1990-01-19 1991-09-30
JPH10168902A (en) * 1996-12-09 1998-06-23 Mitsui Home Co Ltd Method and structure of reinforcing building foundation
JP2001098767A (en) * 1999-10-01 2001-04-10 Yokohama Rubber Co Ltd:The Reinforcing construction method of reinforced concrete structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2010026702A1 (en) * 2008-09-08 2010-03-11 前田工繊株式会社 Reinforcing structure for residential concrete foundation, and reinforcing method therefor
JP2010065384A (en) * 2008-09-08 2010-03-25 Maeda Kosen Co Ltd Structure and method for reinforcing concrete foundation of dwelling house
JP2013096139A (en) * 2011-11-01 2013-05-20 Kooshin House Caring:Kk Reinforcement tool for reinforcing foundation of architectural structure and reinforcement method

Similar Documents

Publication Publication Date Title
JP2012067524A (en) Base isolation foundation and construction method therefor
JP2009203764A (en) Reinforcing method and reinforcing structure of existing building using pin device
JP2010084515A (en) Aseismatic reinforcement structure of wooden house, and aseismatic reinforcing method of wooden house
JP6815183B2 (en) Complex building
JP2009184756A (en) Tower crane support structure and building method thereof
JP6122740B2 (en) Seismic reinforcement structure
JP2008184886A (en) Concrete foundation reinforcing method of wooden house
JP2011122391A (en) Multistoried building
JP5337329B2 (en) Post-installed anchor, seismic reinforcement structure using the anchor, and seismic reinforcement method
JP2009161976A (en) Method of mounting seismically reinforcing precast concrete member
KR101257667B1 (en) Retrofit of buildings structure and method of retrofitting
JP2006132150A (en) Seismic response control column and its construction method
JP2006342497A (en) Foundation structure of steel column base
JP5358203B2 (en) Building unit fixed structure and unit building
JP2006177018A (en) Foundation structure of building
JP5933806B2 (en) Joint structure of column and horizontal member in wooden frame
JP2006241892A (en) Aseismatic structure of house and its construction method
JP2010037782A (en) Apparatus for imparting earthquake resistance to existing house
JP5038681B2 (en) Building reinforcement structure
JP6114071B2 (en) Seismic isolation method for existing buildings and temporary structure under construction
KR20110017169A (en) Construction method for building remodeling by using precast panel, and connecting structure for remodeling precast panel
JP5350334B2 (en) Rebuilding method and building structure
JP2010077645A (en) Joint structure in wooden building
KR101115015B1 (en) Construction method for building remodeling by using precast panel, and connecting structure for remodeling precast panel
JP2017031614A (en) New framework construction method

Legal Events

Date Code Title Description
A711 Notification of change in applicant

Free format text: JAPANESE INTERMEDIATE CODE: A711

Effective date: 20081105

RD02 Notification of acceptance of power of attorney

Effective date: 20081105

Free format text: JAPANESE INTERMEDIATE CODE: A7422

A521 Written amendment

Effective date: 20081105

Free format text: JAPANESE INTERMEDIATE CODE: A821

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20090123

A521 Written amendment

Effective date: 20090123

Free format text: JAPANESE INTERMEDIATE CODE: A523

A621 Written request for application examination

Effective date: 20090521

Free format text: JAPANESE INTERMEDIATE CODE: A621

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20110519

A131 Notification of reasons for refusal

Effective date: 20110906

Free format text: JAPANESE INTERMEDIATE CODE: A131

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20120214