JPH081073B2 - Method for building a building joint and building with basement - Google Patents

Method for building a building joint and building with basement

Info

Publication number
JPH081073B2
JPH081073B2 JP3361366A JP36136691A JPH081073B2 JP H081073 B2 JPH081073 B2 JP H081073B2 JP 3361366 A JP3361366 A JP 3361366A JP 36136691 A JP36136691 A JP 36136691A JP H081073 B2 JPH081073 B2 JP H081073B2
Authority
JP
Japan
Prior art keywords
building
basement
slab
ground
chevron
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.)
Expired - Lifetime
Application number
JP3361366A
Other languages
Japanese (ja)
Other versions
JPH05179663A (en
Inventor
陽 東方
Original Assignee
株式会社サン・イースト
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 株式会社サン・イースト filed Critical 株式会社サン・イースト
Priority to JP3361366A priority Critical patent/JPH081073B2/en
Publication of JPH05179663A publication Critical patent/JPH05179663A/en
Publication of JPH081073B2 publication Critical patent/JPH081073B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Foundations (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、地下室と地上の建築物
を接合一体化する建築物接合具および該建築物接合具を
使用せる地下室付き建築物の構築方法に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a building connector for joining and integrating a basement and a building on the ground, and a method for constructing a building with a basement using the building connector.

【0002】[0002]

【従来の技術】従来、地下室付き建築物を構築する場合
には、例えば、図5に示すように、所望枚数の鋼製床パ
ネルA、鋼製壁パネルBおよび鋼製屋根パネルC等の鋼
製パネルを、地上の建築物Dを支持する基礎Eの近傍の
地面Fに形成せる穴に建て込んで地下室Gを構築して地
下室付き建築物を構築している。
2. Description of the Related Art Conventionally, in the case of constructing a building with a basement, for example, as shown in FIG. 5, a desired number of steel floor panels A, steel wall panels B, steel roof panels C, and the like are used. A building with a basement is constructed by building a basement G into a hole formed in the ground F near the foundation E that supports the building D on the ground.

【0003】[0003]

【発明が解決しようとする課題】上記従来の技術におい
ては、地下室Gと地上の建築物Dとが分離して構築され
ているため、種々の力が加わった場合に、地下室Gと地
上の建築物Dとが一体的に作用することができず、従っ
て、地下室Gの不同浮上や地上の建築物Dの不同沈下を
惹起することがあると言う問題があつた。
In the above-mentioned conventional technique, the basement G and the above-ground building D are constructed separately from each other. Therefore, when various forces are applied, the basement G and above-ground building are constructed. There is a problem in that the object D cannot act integrally with the object D, which may cause the differential floating of the basement G and the differential sinking of the building D on the ground.

【0004】本発明は、上記従来の問題点を解消するた
めに為されたものであり、地下室と地上の建築物を簡
単、強固に接合一体化することができ、地下室又は地上
の建築物に力が加わった場合に、力が効率的に相手方に
伝播し、地下室と地上の建築物とが一体的に作用し、地
下室の不同浮上や地上の建築物の不同沈下を惹起するお
それがない建築物接合具および地下室付き建築物の構築
方法を提供することを課題とするものである。
The present invention has been made in order to solve the above-mentioned conventional problems, and it is possible to easily and firmly join and integrate a basement and a building on the ground. When a force is applied, the force efficiently propagates to the other party, and the basement and the building on the ground act integrally, so there is no risk of causing differential lift of the basement or differential settlement of the building on the ground. It is an object of the present invention to provide a method for constructing a structure with an object connector and a basement.

【0005】[0005]

【課題を解決するための手段】本発明は、上記課題を解
決するために、水平型鋼片より垂直型鋼片を一体に
立設して逆T字形の接合具本体を形成すると共に、該水
型鋼片および垂直型鋼片より各別に方向に鉄筋
片を一体に突設して成ることを特徴とする建築物接合
具、および鋼製パネルを地面に形成せる穴に建て込んで
接合固着して構築せる地下室の外壁部上方に、前記建築
物接合具の水平型鋼片および垂直型鋼片の背面部
溶接固着すると共に、地上の建築物の基礎を構成する基
礎梁鉄筋を前記建築物接合具の鉄筋片と組み合わせて配
筋し、コンクリートを打設して基礎を構築し、該基礎上
に地上の建築物を構築することを特徴とする地下室付き
建築物の構築方法を提供せんとするものである。
SUMMARY OF THE INVENTION The present invention, in order to solve the above problems, the vertical hill-shaped steel strip from a horizontal chevron billet to form a bonding tool main body of the inverted T-shaped erected integrally, the joining horizontal mound billet and building connectors, characterized in that formed by integrally projecting the rebar pieces in the forward direction different from the vertical chevron billets, and steel panel is built up in the hole to form in the ground the outer wall above the basement to construct anchoring to, the rear portion is welded and fixed in a horizontal chevron slab and vertical chevron slab of the building connectors, the footing beams rebar constituting the basis for the ground of a building the Providing a method for constructing a building with a basement, characterized by constructing a foundation by arranging in combination with a reinforcing bar piece of a building connector, placing concrete, and constructing a foundation on the foundation It is something to do.

【0006】[0006]

【実施例】図1は、本発明の建築物接合具の一実施例を
示し、山型鋼よりなる水平型鋼片1に、上記と同様の
型鋼よりなる垂直型鋼片2を溶接固着して一体に立設
して逆T字形の接合具本体を形成すると共に、該水平
型鋼片1および垂直型鋼片2に各別に方向に配筋せ
る複数本の鉄筋片3、3、…を溶接固着して一体に突設
して成る建築物接合具4を示す。
EXAMPLE FIG. 1 shows an example of a building connector of the present invention, in which a vertical chevron billet 2 made of the same shaped steel is welded and fixed to a horizontal chevron billet 1 made of chevron steel. Standing together
To form the connectors body of inverted T-shape, and the horizontal mountain <br/> type steel piece 1 and the vertical mountain-slab 2 a plurality of rebar pieces reinforcement to forward to each other 3,3, ... a 1 shows a building connector 4 which is integrally welded and projected.

【0007】図2〜図4は、本発明の地下室付き建築物
の構築方法の一実施例を示し、山型鋼、溝型鋼等の型鋼
よりなるパネル枠5の表面(又は表裏面)に鋼板6を張
設し、溶接固着して一体化してなる所望枚数の鋼製パネ
ル7を、地面8に形成せる穴に建て込んで、ボルト・ナ
ット、その他にて締着して接合固着して構築せる地下室
9の外壁部上方に、前記図1に示す建築物接合具4の水
型鋼片1および垂直型鋼片2の背面部を溶接固着
すると共に、地上の建築物10の基礎11を構成する基
礎梁主筋12、基礎梁せん断補強筋13、フーチング主
筋14、フーチング配力筋15、その他の基礎梁鉄筋1
6を前記建築物接合具4の鉄筋片3、3、…と組み合わ
せて配筋し、常法に従って、型枠を介して、コンクリー
ト17を打設して基礎11を構築し、該基礎11上に、
常法に従って地上の建築物10を構築することを特徴と
する地下室付き建築物の構築方法を示す。
2 to 4 show an embodiment of a method for constructing a building with a basement according to the present invention, in which a steel plate 6 is provided on the front surface (or front and back surfaces) of a panel frame 5 made of steel such as mountain steel and groove steel. A desired number of steel panels 7 that are stretched, welded, and fixed together are built in the holes formed in the ground 8, and are fastened by bolts, nuts, and the like to be joined and fixed to be constructed. the outer wall above the basement 9, is welded fixed to the rear portion of the horizontal chevron steel piece 1 and the vertical mountain-slab 2 of a building connectors 4 shown in FIG. 1, form the basis 11 of the ground of the building 10 Foundation beam main reinforcement 12, foundation beam shear reinforcement 13, footing main reinforcement 14, footing distribution reinforcement 15, other foundation beam reinforcement 1
6 is combined with the reinforcing bar pieces 3, 3, ... Of the building joint tool 4, and the concrete 11 is placed through a formwork to construct a foundation 11 according to a conventional method. To
The construction method of the building with a basement characterized by constructing the building 10 on the ground according to a conventional method is shown.

【0008】尚、上記本発明の建築物接合具において、
水平型鋼片より垂直型鋼片を立設する場合には、例
えば、図1に示すように、基礎の基部の幅寸法と略同等
の長さを有する水平型鋼片1の中央部に、基礎の高さ
寸法と略同等の長さを有する垂直型鋼片2を立設した
り、水平型鋼片として長尺の型鋼を使用すると共に、
基礎の構築位置に合わせて該長尺の水平型鋼片の所望
の位置に、基礎の高さ寸法と略同等の長さを有する複数
本の垂直型鋼片を立設したりすれば良く、更に加うる
に、地下室の外壁部上方に、建築物接合具の水平型鋼
片および垂直型鋼片を溶接固着する場合には、例え
ば、基礎の構築位置に合わせて、地下室の外壁部上方の
所望の位置に、図1に示すような建築物接合具4を所望
個数溶接固着したり、前記の如き長尺の水平型鋼片よ
りなる建築物接合具を1〜数個固着したりすれば良い。
In the building connector of the present invention,
When upright vertical chevron slab from horizontal chevron steel slab, for example, as shown in FIG. 1, the central portion of the horizontal chevron billet 1 having a width dimension and a substantially equal length of the base of the foundation, or erected vertically chevron steel slab 2 having a height dimension substantially equal to the length of the foundation, as well as use the type steel long as a horizontal chevron billet,
The desired position of the horizontal chevron billet the long scale in accordance with the build position of the foundation, it is sufficient or erected a plurality of vertical mountain-steel piece having a height dimension substantially equal to the length of the foundation, more addition, the outer wall above the basement, when the horizontal chevron slab and vertical chevron slab building connectors welded fixing, for example, in accordance with the build position the foundation basement outer wall above the in the desired position, or desired number welded fixing the building connectors 4, as shown in FIG. 1, if or sticking several 1 buildings connectors consisting of a horizontal chevron slab of the such elongated good.

【0009】又、建築物接合具の水平型鋼片および垂
型鋼片より鉄筋片を突設する場合には、基礎梁鉄筋
に合わせて所望の位置に鉄筋片を突設し、更に加うる
に、該基礎梁鉄筋を建築物接合具の鉄筋片と組み合わせ
て配筋する場合に、基礎梁鉄筋の端部と鉄筋片の端部を
重ね合わせて配筋したり、該基礎梁鉄筋と鉄筋片重ね
合わせ部を針金にて結束して配筋したりすれば良い。
[0009] Also, in the case of projecting the rebar pieces to the horizontal chevron slab and vertical chevron slab building connectors, in accordance with the footing beams rebar projecting the rebar pieces to the desired position, may further pressurized In the case of arranging the base beam rebars in combination with the rebar pieces of a building connector, the end portions of the base beam rebars and the end portions of the rebar pieces are overlapped, or the base beam rebars and the rebars are arranged. The overlapping portions of the pieces may be tied with a wire to arrange the bars.

【0010】又、図2および図4において、18は基礎
11の底部に敷設せる割栗石である。
Further, in FIGS. 2 and 4, reference numeral 18 denotes a split stone that can be laid on the bottom of the foundation 11.

【0011】[0011]

【発明の効果】以上説明したように、本発明の建築物接
合具は、水平型鋼片より垂直型鋼片を一体に立設
て逆T字形の接合具本体を形成すると共に、該水平
鋼片および垂直型綱片より各別に方向に鉄筋片を一
体に突設して成るので、水平型鋼片および垂直型鋼
片を介して建築物接合具を地下室の外壁部上方に簡単、
強固に溶接固着することができると共に、鉄筋片を介し
て地上の建築物の基礎を構成する基礎梁鉄筋を簡単に組
み合わせて配筋することができ、地下室と地上の建築物
を簡単、強固に接合一体化することができ、又、本発明
の地下室付き建築物の築方法は、鋼製パネルを地面に
形成せる穴に建て込んで接合固着して構築せる地下室の
外壁部上方に、前記建築物接合具の水平型鋼片および
垂直型鋼片の背面部を溶接固着すると共に、地上の建
築物の基礎を構成する基礎梁鉄筋を前記建築物接合具の
鉄筋片と組み合わせて配筋し、コンクリートを打設して
基礎を構築し、該基礎上に地上の建築物を構築すること
により地下室付き建築物を構築しているので、前記のよ
うに建築物接合具を介して地下室と地上の建築物を強固
に接合一体化することができ、地下室又は地上の建築物
に力が加わった場合に、建築物接合具を介して効率的に
相手方に伝播し、地下室と地上の建築物とが一体的に作
用し、地下室の不同浮上や地上の建築物の不同沈下を惹
起するおそれがない。
As described above, according to the present invention, building connectors of the present invention, erected integrally vertical chevron slab from horizontal mountain-slab
To form the connectors body of inverted T-shape, since in the forward direction different from the horizontal mountain type <br/> steel pieces and vertical mountain-steel strip comprising the rebar pieces were integrally projects Te, horizontal mountain-steel easy building connectors to the outer wall portion above the basement through the piece and vertical chevron billet,
It can be firmly welded and fixed, and the base beam reinforcing bars that form the foundation of the above-ground building can be easily combined and arranged through the reinforcing bar pieces, and the basement and the above-ground building can be easily and firmly can be integrally joined, also building method of basement with building of the present invention, the outer wall above the basement to build bonded secured by built up in the hole to form a steel panel to the ground, the the rear portion of the horizontal chevron slab and vertical chevron slab building connectors is welded fixed, reinforcement said foundation beam reinforcing bars which form the basis of a ground of a building in conjunction with rebar pieces of the building connectors Since a building with a basement is constructed by constructing a foundation by pouring concrete and constructing an above-ground building on the foundation, as described above, the basement and the ground are connected via the building connector. Firmly joins and integrates all buildings When a force is applied to the basement or the building above the ground, it efficiently propagates to the other party through the building connector, the basement and the building above the ground act integrally, and the difference in the basement There is no danger of causing levitation or differential settlement of ground structures.

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

【図1】本発明の建築物接合具の一実施例を示す斜視図
である。
FIG. 1 is a perspective view showing an embodiment of a building connector of the present invention.

【図2】本発明の地下室付き建築物の構築方法の一実施
例を示す要部拡大縦断面図である。
FIG. 2 is an enlarged longitudinal sectional view of an essential part showing an embodiment of the method for constructing a building with a basement according to the present invention.

【図3】同上の地下室付き建築物の構築方法において使
用せる基礎梁鉄筋の配筋状態の一実施例を示す斜視図で
ある。
[Fig. 3] Fig. 3 is a perspective view showing an example of a reinforcing state of a reinforcing beam of a foundation beam used in the method for constructing a building with a basement as above.

【図4】同上の地下室付き建築物における地上の建築物
の一実施例を示す要部拡大縦断面図である。
FIG. 4 is an enlarged longitudinal sectional view of an essential part showing an example of a building on the ground in the building with a basement.

【図5】従来例を示す略縦断面図である。FIG. 5 is a schematic vertical sectional view showing a conventional example.

【符号の説明】 1 水平型鋼片 2 垂直型綱片 3 鉄筋片 7 鋼製パネル 8 地面 9 地下室 10 地上の建築物 11 基礎 16 基礎梁鉄筋 17 コンクリート[Explanation of code] 1 Horizontal mountain type steel piece 2 Vertical mountain type rope piece 3 Reinforcing bar piece 7 Steel panel 8 Ground 9 Basement 10 Ground building 11 Foundation 16 Foundation beam Reinforcing bar 17 Concrete

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 水平型鋼片より垂直型鋼片を一体に
立設して逆T字形の接合具本体を形成すると共に、該水
型鋼片および垂直型鋼片より各別に方向に鉄筋
片を一体に突設して成ることを特徴とする建築物接合
具。
1. A reinforcing bar vertical chevron slab from horizontal chevron billet to form a bonding tool main body of the inverted T-shape in upright integrally in the forward direction to another than the horizontal mountain type slab and vertical mountain-slab A building connector characterized by being formed by integrally projecting pieces.
【請求項2】 鋼製パネルを地面に形成せる穴に建て込
んで接合固着して構築せる地下室の外壁部上方に、請求
項1に示す建築物接合具の水平型鋼片および垂直
鋼片の背面部を溶接固着すると共に、地上の建築物の基
礎を構成する基礎梁鉄筋を前記建築物接合具の鉄筋片と
組み合わせて配筋し、コンクリートを打設して基礎を構
築し、該基礎上に地上の建築物を構築することを特徴と
する地下室付き建築物の構築方法。
Wherein the outer wall above the basement to build bonded secured by built up in the hole to form a steel panel in the ground, a horizontal chevron slab and vertical chevron building connectors shown in claim 1 < br /> The rear part of the steel slab is welded and fixed, and the foundation beam reinforcing bar that constitutes the foundation of the building on the ground is arranged in combination with the reinforcing bar piece of the above-mentioned building connector, and concrete is laid to form the foundation. A method for constructing a building with a basement, characterized by constructing and constructing an above-ground building on the foundation.
JP3361366A 1991-12-26 1991-12-26 Method for building a building joint and building with basement Expired - Lifetime JPH081073B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3361366A JPH081073B2 (en) 1991-12-26 1991-12-26 Method for building a building joint and building with basement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3361366A JPH081073B2 (en) 1991-12-26 1991-12-26 Method for building a building joint and building with basement

Publications (2)

Publication Number Publication Date
JPH05179663A JPH05179663A (en) 1993-07-20
JPH081073B2 true JPH081073B2 (en) 1996-01-10

Family

ID=18473285

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3361366A Expired - Lifetime JPH081073B2 (en) 1991-12-26 1991-12-26 Method for building a building joint and building with basement

Country Status (1)

Country Link
JP (1) JPH081073B2 (en)

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61109870A (en) * 1984-11-02 1986-05-28 株式会社スリ−・ユ− Structure of steel basement
JPS62220663A (en) * 1986-03-24 1987-09-28 株式会社 スリ−・ユ− Building with basement
JPH0513791Y2 (en) * 1986-12-18 1993-04-13

Also Published As

Publication number Publication date
JPH05179663A (en) 1993-07-20

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