JP2000336748A - Erection method of two-story house - Google Patents

Erection method of two-story house

Info

Publication number
JP2000336748A
JP2000336748A JP11184079A JP18407999A JP2000336748A JP 2000336748 A JP2000336748 A JP 2000336748A JP 11184079 A JP11184079 A JP 11184079A JP 18407999 A JP18407999 A JP 18407999A JP 2000336748 A JP2000336748 A JP 2000336748A
Authority
JP
Japan
Prior art keywords
basic building
girder
extension
floor
building
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
JP11184079A
Other languages
Japanese (ja)
Inventor
Koichi Tanaka
弘一 田中
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP11184079A priority Critical patent/JP2000336748A/en
Publication of JP2000336748A publication Critical patent/JP2000336748A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To enable erection of a house capable of coping with an extending building in compliance with the diversification of constitution of a family and versatility of life style, or the like by additionally erecting a second floor section in the house erected while reinforced by a steel frame structure and provided with a high ceiling having a specified layer part. SOLUTION: Columns 2 of a basic building are erected perpendicularly by tightly connecting them to the foundation 1 of the basic building by anchor bolts. A frame is formed on the top of the main column 2 and tie beams of the basic building are attached to the girders 3, 3 of the basic building. Bracings of the basic building are fitted to the girders 3, and the tie beam to form a steel frame structure of the basic building having two-layered height. The girder 12 for extension is laid on brackets of the girder for extension. The fixing hardware for the extension girder and the side face of the girder 12 are fixed by bolts to complete the installation of the girder 12. Likewise, extension small beams 13 are completely installed. Floor plates or the like are fitted onto the girders 12, the small beam 13, and girths 9 of the basic building with wood screws or the like.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術的分野】この発明は二階建住宅の建
築の方法に関するものである。
TECHNICAL FIELD The present invention relates to a method for building a two-story house.

【0002】[0002]

【従来の技術】従来、二階建住宅の建築は、一階部分の
上に積み重ねる形で二階部分を造っている。二階部分を
増設する場合も同様に、既存部分に積み重ねて造ってい
る。
2. Description of the Related Art Conventionally, in the construction of a two-story house, a two-story part is constructed by being stacked on a first-story part. Similarly, when the second floor is to be added, it is built on the existing part.

【0003】[0003]

【発明が解決しようとする課題】従来、住宅を建設する
場合、家族構成の変化や生活スタイルの多様化等に合わ
せて住宅の床面積を増減させたり、そして体験的にも納
得のゆく住宅を、経済的にも配慮をしながら、段階的に
造ってゆくことは困難であった。
Conventionally, when constructing a house, it is necessary to increase or decrease the floor area of the house in accordance with changes in the family structure and diversification of lifestyles, etc. However, it was difficult to build them step by step while paying attention to the economy.

【0004】又、二階部分を増設する場合、既存住宅の
上部に積み重ねるので既存部分に対する構造上の補強等
の制約が多く、それに屋根や外壁等の外部工事も行うの
で、工期も長く、経済的にも不利である。
[0004] In addition, when the second floor is to be added, it is stacked on top of the existing house, so that there are many restrictions such as structural reinforcement on the existing part, and external work such as the roof and outer walls is also performed. Is also disadvantageous.

【0005】又、二階の増設を既存建物に積み重ねる場
合は、当然乍ら既存屋根の解体工事を伴い、そして解体
された材料等の再利用が困難なため、その除却や処分が
生じるので、資材等が無駄になり、産業廃棄物も多くな
る。
In addition, when the second floor is added to an existing building, the existing roof is naturally dismantled, and it is difficult to reuse the dismantled materials and the like. Is wasted, and industrial waste also increases.

【0006】[0006]

【課題を解決するための手段】[Means for Solving the Problems]

【課題を解決するための手段】本発明は、図1で示す二
層分の天井高を持つ基本になる建物(以下基本建物とい
う)と、図2に示す如くその基本建物の内部に、増設し
て造られる二階部分で構成される。基本建物部分の構造
耐力は、予め二階増設分も考慮した、鉛直荷重や地震荷
重及び風荷重等に対して安全であるように設計するの
で、二階部分の増設や減設が自由に行える。それで、家
族構成の変化や生活スタイルの多様化等に合せての、二
階の増設が基本建物を補強することなく可能となる。
According to the present invention, there is provided a basic building (hereinafter referred to as a basic building) having a ceiling height of two layers as shown in FIG. 1 and an extension inside the basic building as shown in FIG. It is made up of two floors. The structural strength of the basic building is designed so that it is safe against vertical loads, seismic loads, wind loads, etc., taking into account the additional space of the second floor in advance, so that the second floor can be freely added or reduced. Therefore, it is possible to add the second floor without reinforcing the basic building according to changes in the family structure and diversification of lifestyles.

【0007】図1に於いて、基本建物の構造体は特に、
建物全体の地震荷重や風荷重等の水平力を負担するので
強度のある鉄骨構造で主柱2,大梁3,繋ぎ梁4,筋違
5を構成する。又、外壁部分の風荷重や増設する二階部
分の地震荷重等を基本建物全体に伝達する外周の、間柱
8や胴差9は、木構造でそれらを構成する。
In FIG. 1, the structure of the basic building is
Since it bears the horizontal force such as the seismic load and wind load of the whole building, the main pillars 2, girders 3, connecting beams 4, and braces 5 are composed of a strong steel structure. In addition, the studs 8 and body gaps 9 on the outer periphery for transmitting the wind load on the outer wall portion, the seismic load on the second floor to be added, and the like to the entire basic building are made of a wooden structure.

【0008】二階増設部分の構造は木構造を主とし、基
本建物の内側において専用の金物を使用して行なう。二
階増設用の大梁12や小梁13は二本一対で構成し、単
一材の軽量化と、仕口の合理化を計る。部材の軽量化に
より、将来の増設や減設等の工事を行なう際の施工性
と、金物使用による部材加工の合理化を実現し、仕口部
分の安全性や、組立て及び分解時の迅速性を実現する。
[0008] The structure of the second-floor extension portion is mainly made of a wooden structure, and is performed using dedicated hardware inside the basic building. The girder 12 and the girder 13 for the second floor extension are configured as a pair of two to reduce the weight of a single material and rationalize the connection. By reducing the weight of the parts, the workability for future work such as expansion or reduction and the rationalization of parts processing by using hardware are realized, and the safety of the joints and the speed of assembly and disassembly are improved. Realize.

【0009】[0009]

【発明の実施の形態】図1は二層分の高さで造られた、
基本建物の構成を斜視図で示したものである。二階部分
の増設が行われていなくても、そのままで天井の高い住
宅としての提供が可能であり、将来、本発明を有効に利
用するための基本である。
DETAILED DESCRIPTION OF THE INVENTION FIG.
FIG. 2 is a perspective view showing a configuration of a basic building. Even if the second-floor part is not added, it can be provided as a house with a high ceiling as it is, which is the basis for effectively using the present invention in the future.

【0010】図2は基本建物の内部に、二階部分を増設
した場合の建物の構成を、基本建物の一部を省略して斜
視図で示したものである。二階部分の増設は、基本建物
を新設する工事に継続して、同時期に行なうことも出来
るし、将来の増築工事として行なうことも可能である。
FIG. 2 is a perspective view showing the structure of a building in which a second floor portion is added inside a basic building, with a part of the basic building being omitted. The extension of the second floor can be continued at the same time as the construction of the new basic building, or it can be done as a future extension.

【0011】[0011]

【実施例】図1は基本建物の構成を、そしてその内側の
一部分に二階を増設した場合の構成を図2に、基本建物
の一部を省略して斜視図で示したものである。図1に於
いて、基礎1に主柱2をアンカーボルト(図示せず)で
緊結して、主柱2を垂設する。該主柱の頂部に大梁3を
剛接してフレームを造り、大梁3,3に繋ぎ梁4を取付
ける。又、大梁3と繋ぎ梁4とに、筋違5を取付けて、
二層分の高さを持つ、基本建物の鉄骨架構を造る。
FIG. 1 is a perspective view showing the structure of a basic building and FIG. 2 showing a structure in which a second floor is added to a part of the inside of the basic building, with a part of the basic building omitted. In FIG. 1, the main column 2 is fastened to the foundation 1 with anchor bolts (not shown), and the main column 2 is suspended. The beam is rigidly connected to the top of the main pillar to form a frame, and the beams are connected to the beams and attached. Also, a bracing 5 is attached to the girder 3 and the connecting beam 4,
Build a steel frame of a basic building with a height of two layers.

【0012】その後、布基礎6に土台7をアンカーボル
トで取付け、該土台上に間柱8を土台7と大梁3に金物
等で固定して垂設する。該間柱間に於ける、二階増設の
所定の位置に、胴差9を間柱8,8に金物等で固定し架
設する。その際、胴差9は増設時に、大梁12や小梁1
3を取付ける、金物16,17,19,20等を受ける
ので、図5で示すように、外周壁22の内側よりも、内
部へ突き出した幅を持つように取付ける。又、一階の床
10の構造については、在来工法でも支障は無いので説
明は省略する。
Thereafter, a base 7 is attached to the cloth foundation 6 with an anchor bolt, and a stud 8 is fixed to the base 7 and the girder 3 with metal hardware or the like on the base, and is vertically suspended. At the predetermined position of the second floor extension between the studs, the trunk difference 9 is fixed to the studs 8, 8 with hardware or the like and installed. At that time, the girder 9 is used to expand the girders 12 and
3 to receive the hardware 16, 17, 19, 20 and the like, so as to have a width protruding inward from the inner side of the outer peripheral wall 22, as shown in FIG. Further, the structure of the floor 10 on the first floor will not be described because there is no problem with the conventional construction method.

【0013】図3,図4,に二階の増設の方法示す。基
本建物の床10の上に増設用の主柱11を固定する。そ
の際、柱固定用金物14を基本建物の床10の、所定の
位置に木ネジやボルト等にて固定し、該金物に対応する
主柱11の脚部に該金物相応の穴14aを加工し、それ
らを嵌め合せて主柱11の側面から木ネジ等で固定し
て、主柱11を垂設する。(木ネジやボルトは図示せ
ず)
3 and 4 show a method of expanding the second floor. A main pillar 11 for extension is fixed on a floor 10 of the basic building. At this time, the pillar fixing hardware 14 is fixed to a predetermined position on the floor 10 of the basic building with a wood screw, a bolt, or the like, and a hole 14a corresponding to the metal is formed in a leg of the main pillar 11 corresponding to the metal. Then, they are fitted together and fixed from the side surface of the main column 11 with a wood screw or the like, and the main column 11 is vertically installed. (Wood screws and bolts are not shown)

【0014】主柱11の頂部の一部を加工し、大梁受金
物15及び大梁固定金物17を該主柱頂部の所定の位置
に木ネジ等で固定し、同様に大梁受金物16を胴差9
に、大梁固定金物17を間柱8又は胴差9の所定の位置
に、木ネジ等で固定する。その後大梁12を大梁受金物
15及び16の上に架け、大梁固定金物17と該大梁の
側面をボルト等で固定して、大梁12の架設を完了す
る。その際、大梁接続金物18を、後述の小梁13の取
付け位置に設け、大梁12相互を、該金物18を介して
接続し、曲げや振動等に対する大梁の剛性を保つ。
A part of the top of the main column 11 is machined, and the girder support 15 and the girder fixing bracket 17 are fixed at predetermined positions on the top of the main column with wood screws or the like. 9
Then, the girder fixing hardware 17 is fixed to a predetermined position of the stud 8 or the stud 9 with a wood screw or the like. After that, the girder 12 is mounted on the girder fittings 15 and 16, and the girder fixing hardware 17 and the side surfaces of the girder are fixed with bolts or the like, thereby completing the installation of the girder 12. At this time, the girder connection hardware 18 is provided at a mounting position of the small beam 13 to be described later, and the girder 12 is connected to each other via the hardware 18 to maintain the rigidity of the girder against bending, vibration, and the like.

【0015】同様に小梁受金物19を、大梁12と胴差
9の所定の位置に、木ネジ等で固定し、小梁固定金物2
0を、大梁12と胴差9又は間柱8に、木ネジ等で固定
する。その後小梁13を小梁受金物19の上に架け、小
梁固定金物20と該小梁の側面をボルト等で固定して、
小梁13の架設を完了する。その際、小梁接続金物21
を介して小梁相互を接続して、小梁13の剛性を保つ。
Similarly, the beam support 19 is fixed at a predetermined position between the beam 12 and the trunk 9 with a wood screw or the like.
0 is fixed to the girders 12 and the studs 9 or the studs 8 with wood screws or the like. Thereafter, the small beam 13 is hung on the small beam holder 19, and the small beam fixing hardware 20 and the side surface of the small beam are fixed with bolts or the like.
The erection of the beam 13 is completed. At that time, small beam connection hardware 21
The small beams are connected to each other via the bridge, and the rigidity of the small beams 13 is maintained.

【0016】以上の方法で造られた大梁12,小梁1
3,胴差9の上に構造用合板や床板等を木ネジ等で取付
けて、二階床の増設を完了する。増設用の大梁12や小
梁13は、二本一対で構成して単一部材を軽量化し、
又、金物による仕口の簡略化と統一化を行い、建設現場
での施工性の向上を実現する。
The girder 12 and the girder 1 made by the above method
3. Attach structural plywood, floorboard, and the like to the body gap 9 with wood screws or the like to complete the expansion of the second floor. The extension girder 12 and the small girder 13 are configured as two pairs to reduce the weight of a single member.
In addition, the simplification and unification of connections made of hardware are performed to improve workability at construction sites.

【0017】以上の実施例に於いて、基本建物の鉄骨構
造部分を、建物の規模等に応じて、他の材料、例えば鉄
筋コンクート構造や木構造、或いは、それらを組み合わ
せて造ることも可能である。
In the above embodiment, the steel frame portion of the basic building can be made of another material, for example, a reinforced concrete structure or a wooden structure, or a combination thereof, depending on the scale of the building. is there.

【0018】同様に、基本建物の間柱8や胴差9の木構
造を鉄骨構造で造ったり、又は、増設用の主柱11,大
梁12,小梁13等を軽量鉄骨材を使用したり、或い
は、それらを組み合わせて造ることも可能である。
Similarly, the wooden structure of the studs 8 and the studs 9 of the basic building is made of a steel structure, or the main pillars 11, the large beams 12, the small beams 13 and the like for extension use lightweight steel frame materials. Alternatively, it is also possible to make them in combination.

【0019】図6、図7、図8、図9に二階増設用の金
物の形状の一例を示す。図3に示すように、二階増設用
金物の取付けは、全て基本建物の内部から行なえる。
FIGS. 6, 7, 8 and 9 show examples of the shape of the metal fitting for the second floor extension. As shown in FIG. 3, the metal fittings for the second floor extension can all be installed from inside the basic building.

【0020】[0020]

【発明の効果】本発明により、住宅を計画する場合、先
ず基本建物を造ることにより、将来の家族構成の変化
や、生活スタイルの多様化等に応じて、増設等に対応出
来る住宅を造ることが可能である。又、住宅取得にあた
っての経済的な投資も、これまでの一時的、短期的なも
のから、将来に亘った継続的、長期的なものへの選択も
可能になる。
According to the present invention, when planning a house, first build a basic building to build a house that can accommodate expansion, etc., in accordance with changes in the future family structure and diversification of lifestyles. Is possible. In addition, economical investment for acquiring a home can be selected from temporary and short-term investment to a continuous and long-term investment in the future.

【0021】又、本発明により、基本建物部分と二階増
設部分を分けて、住宅を計画することで、二階部分に対
する制約が構造的にも少なくなり、将来において二階を
増設する場合も既設部分を解体したり、補強することが
ないので、資材等の無駄が少なく、工期も短く経済的で
ある。
In addition, according to the present invention, by planning a house by dividing the basic building portion and the second-floor extension portion, restrictions on the second-floor portion are structurally reduced. Since it is not dismantled or reinforced, there is little waste of materials and the like, and the construction period is short and economical.

【0022】二階増設部分の構造は主として、生活荷重
を考えればよいので、増設部分の主柱や大梁、小梁の取
付けが、専用の増設用金物を使用することで、簡単にな
り、二階部分の増設や減設が容易に出来る。又、二階部
分を構成する部材や金物に、互換性を持たせるこより、
本工法でつくられた建物間でのリサイクル利用も可能と
なり、資源の節約等にも役立つ。
The structure of the second-floor extension part can be mainly determined by considering the life load. Therefore, the attachment of the main pillar, the girder, and the small beam of the extension part can be simplified by using a dedicated extension hardware. Can be easily added or removed. Also, by making the components and hardware that make up the second floor part compatible,
Recycling between buildings made by this method is also possible, which helps to save resources.

【図面の簡単な説明】[Brief description of the drawings]

【図1】基本建物の実施例の軸組構造体の斜視図であ
る。
FIG. 1 is a perspective view of a frame structure of an embodiment of a basic building.

【図2】基本建物の内部に二階を増設した実施例の軸組
構造体を、基本建物の一部を省略した斜視図である。
FIG. 2 is a perspective view of a framed structure of an embodiment in which a second floor is added inside a basic building, with a part of the basic building omitted.

【図3】図2の二階増設部分の一部と、それを拡大し
て、部材相互の関係を示した斜視図である。
FIG. 3 is a perspective view showing a part of a second-floor extension part of FIG. 2 and an enlarged view of the part, showing a relationship between members;

【図4】二階増設部分の部材の構成を示した平面図であ
る。
FIG. 4 is a plan view showing a configuration of members of a second-floor extension portion.

【図5】図4で示した、A−A断面図である。FIG. 5 is a sectional view taken along line AA shown in FIG.

【図6】二階増設用の主柱固定用金物の(a)は平面
図、(b)はその中心の垂直方向の断面図である。
FIG. 6A is a plan view of a main pillar fixing hardware for second floor extension, and FIG. 6B is a vertical sectional view of the center thereof.

【図7】二階増設用の大梁及び小梁の受金物の実施例の
斜視図である。
FIG. 7 is a perspective view of an embodiment of a girder and a small girder for second floor extension.

【図8】二階増設用の大梁及び小梁の固定金物の実施例
の斜視図である。
FIG. 8 is a perspective view of an embodiment of a fixing hardware for a girder and a small girder for the second floor extension.

【図9】二階増設用の大梁及び小梁の接続金物の実施例
の斜視図である。
FIG. 9 is a perspective view of an embodiment of the connecting hardware of the girder and the girder for the second floor extension.

【符号の説明】[Explanation of symbols]

1 基本建物の基礎 2 基本建物の主柱 3 基本建物の大梁 4 基本建物の繋ぎ梁 5 基本建物の筋違 6 基本建物の布基礎 7 基本建物の土台 8 基本建物の間柱 9 基本建物の胴差 10 基本建物の床 10a基本建物の大引 11 増設用の主柱 12 増設用の大梁 13 増設用の小梁 14 増設用の主柱固定金物 14a増設用主柱の脚部取付穴 15,16 増設用の大梁受金物 17 増設用の大梁固定金物 18 増設用の大梁接続金物 19 増設用の小梁受金物 20 増設用の小梁固定金物 21 増設用の小梁接続金物 22 基本建物の外周壁 23 木ネジ又はボルトの使用位置 DESCRIPTION OF SYMBOLS 1 Foundation of basic building 2 Main pillar of basic building 3 Girder of basic building 4 Connecting beam of basic building 5 Brace of basic building 6 Cloth foundation of basic building 7 Base of basic building 8 Stud of basic building 9 Height of basic building Reference Signs List 10 Floor of basic building 10a Enlargement of basic building 11 Main pillar for extension 12 Large beam for extension 13 Small beam for extension 14 Main pole fixing hardware for extension 14a Leg mounting holes for extension of main pillar 15, 16 Extension Girder fittings for extension 17 girder fixtures for extension 18 girder fittings for extension 19 small girder fixtures for extension 20 girder fixtures for extension 21 small girder fixtures for extension 22 outer peripheral wall of basic building 23 Use position of wood screw or bolt

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 鉄骨構造で補強して造られた、二層分の
天井高を持つ住宅の内部に二階部分を増設して、二階建
の住宅を造る方法。
1. A method of constructing a two-story house by adding a second-floor portion inside a house having a two-story ceiling height reinforced by a steel frame structure.
JP11184079A 1999-05-25 1999-05-25 Erection method of two-story house Pending JP2000336748A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11184079A JP2000336748A (en) 1999-05-25 1999-05-25 Erection method of two-story house

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Publication number Priority date Publication date Assignee Title
JP2012036725A (en) * 2006-04-25 2012-02-23 Toyota Home Kk Building
RU2504630C1 (en) * 2012-07-03 2014-01-20 Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "Ульяновский государственный технический университет" Device for reinforcement of ceiling with wooden beams
JP2015086557A (en) * 2013-10-29 2015-05-07 株式会社竹中工務店 Earthquake-proof repair method for existing building
CN106592995A (en) * 2016-11-01 2017-04-26 中国建筑第八工程局有限公司 Installation method for tension cantilever steel-structure stress system
RU2785075C1 (en) * 2022-06-06 2022-12-02 Федеральное государственное бюджетное образовательное учреждение высшего образования "Санкт-Петербургский государственный лесотехнический университет имени С.М. Кирова" Method for manufacturing a prestressed wooden beam

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012036725A (en) * 2006-04-25 2012-02-23 Toyota Home Kk Building
RU2504630C1 (en) * 2012-07-03 2014-01-20 Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "Ульяновский государственный технический университет" Device for reinforcement of ceiling with wooden beams
JP2015086557A (en) * 2013-10-29 2015-05-07 株式会社竹中工務店 Earthquake-proof repair method for existing building
CN106592995A (en) * 2016-11-01 2017-04-26 中国建筑第八工程局有限公司 Installation method for tension cantilever steel-structure stress system
CN106592995B (en) * 2016-11-01 2018-10-26 中国建筑第八工程局有限公司 Open the installation method of overarm steel construction stress system
RU2785075C1 (en) * 2022-06-06 2022-12-02 Федеральное государственное бюджетное образовательное учреждение высшего образования "Санкт-Петербургский государственный лесотехнический университет имени С.М. Кирова" Method for manufacturing a prestressed wooden beam

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