JP2004190358A - Beam connecting structure for building - Google Patents

Beam connecting structure for building Download PDF

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Publication number
JP2004190358A
JP2004190358A JP2002360294A JP2002360294A JP2004190358A JP 2004190358 A JP2004190358 A JP 2004190358A JP 2002360294 A JP2002360294 A JP 2002360294A JP 2002360294 A JP2002360294 A JP 2002360294A JP 2004190358 A JP2004190358 A JP 2004190358A
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Japan
Prior art keywords
beams
building
connection
floor
vertical
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JP2002360294A
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Japanese (ja)
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JP3632022B2 (en
Inventor
Ikuo Iida
郁夫 飯田
Koji Okita
廣司 沖田
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.)
RUNESU KENKYUSHO KK
Iida Kenchiku Sekkei Jimusho KK
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RUNESU KENKYUSHO KK
Iida Kenchiku Sekkei Jimusho KK
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Application filed by RUNESU KENKYUSHO KK, Iida Kenchiku Sekkei Jimusho KK filed Critical RUNESU KENKYUSHO KK
Priority to JP2002360294A priority Critical patent/JP3632022B2/en
Priority to TW092134375A priority patent/TWI231836B/en
Priority to KR1020030090186A priority patent/KR20040051556A/en
Priority to CNA2003101205320A priority patent/CN1506546A/en
Publication of JP2004190358A publication Critical patent/JP2004190358A/en
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Publication of JP3632022B2 publication Critical patent/JP3632022B2/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0473U- or C-shaped

Landscapes

  • Joining Of Building Structures In Genera (AREA)
  • Floor Finish (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To accurately and easily place the upper faces of sleeper beams to coincide with each other on one plane in connecting the first sleeper beam and the second sleeper beam arranged at a right angle to each other, by a connecting implement in the connecting structure of the sleeper beams used for the floor of a building. <P>SOLUTION: Two reference inclined faces 11b, 12b facing each other are formed at the first and second sleeper beams 3A, 3B, while connecting reference inclined faces 17b, 17c facing each other are formed at the connecting implement Jo. The reference inclined faces 11b, 12b of either one of the first and second sleeper beams 3A, 3B, and the connecting reference inclined faces 17b, 17c of the connecting implement Jo are brought into close contact with each other to fix one sleeper beam 3B and the connecting implement Jo by bolts and nuts 21, 22. One sleeper beam 3B and the connecting implement Jo are thereby connected in vertical alignment, and then the other sleeper beam 3A and the connecting implement Jo are fixed by the bolts and nuts 21, 22. <P>COPYRIGHT: (C)2004,JPO&NCIPI

Description

【0001】
【発明の属する技術分野】
本発明は、建物の床などに使用される、大引ビームなどのビームの連結構造に関するものである。
【0002】
【従来の技術】
一般に、集合住宅等の建物において、床上空間と床下空間とを仕切る床は、コンクリート躯体などの躯体に、複数本の大引ビームを平行に横架、固定し、その上に根太、下地板などを介して床板を敷設して構成されるが、床下空間を物入れ空間として利用する場合には、床にハッチによって開閉できるようにした、開口部を開口する必要がある。かかる場合には、その開口部を形成するために切断されて片持状となる前記大引ビームの自由端部を補強すべく、その大引ビームに対してクロス方向に他の大引ビームを配置し、この他の大引ビームを連結具を用いて前記大引ビームに一体に結合して、開口部まわりの大引ビームを補強するようにしている。
【0003】
ところで、従来では、図6に示すように、I字鋼で構成される大引ビームの側面に、アングル鋼などの連結金具を用いて他の大引ビームの端部をボルト・ナットなどにより固定する手法が一般に採用されている。
【0004】
【発明が解決しようとする課題】
ところが、床を構築するときには、前述のように、複数本の大引ビーム上には、根太や床板が敷設されるので、その床板の水平度を確保するには、その水平度の基準となる大引ビームは、その上面の、高精度な水平度が要求されるが、前記従来の手法では、大引ビームの上面と、これに直角に結合される他の大引ビームの上面とを精度よく同一平面に一致、すなわち「天」合わせする作業が必要となるが、かかる作業は厄介であり、熟練を要し、また、その後に、それらの大引ビームの「天」に狂いが発生したときにも、その修正作業が面倒であり、多くの時間と労力を要するという問題がある。
【0005】
本発明はかかる実情に鑑みてなされたもので、互いに直角に配置される、第1のビームと第2のビームの上面を同一平面に一致させる、すなわち「天」合わせ作業およびその後の修正作業を簡単容易に高精度をもって行なうことができるようにして、前記問題を解決できるようにした、新規な建物におけるビームの連結構造を提供することを目的とするものである。
【0006】
【課題を解決するための手段】
前記目的を達成するために、本請求項1記載の発明は、建物の床などに使用され、一平面上において、第1のビームと、この第1のビームに対して直角に配置される第2のビームとを平面T字状の連結具をもって一体に連結する、建物におけるビームの連結構造であって、前記第1、第2のビームは、鉛直な中間部と、この中間部の上下端より一体に延長される断面鳩尾状の上、下端部とよりなり、それら上、下端部は、前記中間部を通る鉛直面に対して同じ角度で外向きに傾斜する2つの基準傾斜面と、それらの基準傾斜面の外端を一体に接続する上、下端面を有し、一方、前記連結具は、前記第1のビームに着脱可能に固定される第1の連結板と、この第1の連結板の端面に直角に一体結合されて第2のビームに着脱可能に固定される第2の連結板とよりなり、前記第2の連結板は、第2のビームの中間部に衝合する鉛直連結部と、この鉛直連結部の上、下端より延長されて前記2つの基準傾斜面のいずれか一方に密接するように、それらと同じ角度に傾斜される連結基準傾斜面とを有し、また前記第1の連結板は、前記第1のビームの中間部に衝合される鉛直連結部と、第1のビームの上、下端部に係合される上、下端連結部とを有しており、前記第1のビームと第1連結板および前記第2のビームと第2連結板とを、それぞれボルト・ナットにより着脱可能に一体に連結してなることを特徴としており、かかる特徴によれば、互いに直角に結合される2本のビームの「天」合わせしてそれらを連結する作業をきわめて簡単、容易に、しかも精度よく行なうことができる。
【0007】
また、前記目的を達成するために、本請求項2記載の発明は、前記請求項1記載のものにおいて、前記連結金具は、前記第1、第2のビームに対してそれらの長手方向に位置調整可能に連結されることを特徴としており、かかる特徴によれば、互いに直角に連結される2本のビームの、平面方向の相対的な位置調整を簡単に行なうことができる。
【0008】
さらに、前記目的を達成するために、本請求項3記載の発明は、前記請求項1または2記載のものにおいて、前記第1、第2のビームは、床を構成する大引ビームであり、該大引ビームは、建物の躯体に固定され、その上面に床板が敷設されることを特徴としており、かかる特徴によれば、互いに直角に結合される2本の大引ビームの「天」合わせ作業を簡単、容易に、しかも精度よく行なうことができ、床の平面精度を高め、しかもその後の調整もし易くなる。
【0009】
【発明の実施の形態】
以下、本発明の実施の形態を、添付図面に示した本発明の実施例に基づいて説明する。
【0010】
まず、図1〜5を参照して、本発明ビームの連結構造を、逆梁構造のコンクリート躯体を備えた集合住宅の床に実施した場合の実施例について説明する。
【0011】
図1は、本発明ビームの連結構造を備えた床の一部破断斜視図、図2は、図1の2矢視仮想円囲い分の拡大斜視図、図3は、図2の3矢視平面図、図4は、図3の4−4線に沿う断面図、図5は、図4の5−5線に沿う断面図である。
【0012】
図1において、集合住宅等の建物の骨格を構成するコンクリート躯体Fは、水平方向に延びて建物を上下複数の階層に区画する水平躯体部分Fhと、鉛直方向に延びて隣接する水平躯体部分Fh間を相互に連結する鉛直躯体部分Fvとを備えており、水平躯体部分Fhは、スラブSの上面に複数の逆梁Rbを上向きに一体に突設した、所謂逆梁構造に構成されている。建物の各階層は、逆梁Rbにより複数の居住空間1に区画され、それらの居住空間1には、床Frが構築され、この床Frにより、居室として利用される床上空間Cuと、物品収納室として利用される床下空間Cdとに仕切られている。物品収納室として機能する床下空間Cdは、その四方を逆梁Rbにより囲まれて、その全域が仕切りのない一つの広い室として構成される。
【0013】
図1に示すように、床Frの中間部には長方形の開口部2が開口され、この開口部2を通して人が床下空間Cdに入り、物の出入れをすることができる。また開口部2は、ハッチ6により開閉可能である。
【0014】
つぎに、本発明にかかるビームの連結構造を備えた床Frの構成について説明する。
【0015】
前記床Frは、逆梁Rb上に防振ゴム付の支持部材8を介して相互に平行に配置される複数の第1の大引ビーム3Aと、前記開口部2を形成するために切断された第1の大引ビーム3Aの自由端に、後述する連結具Joを以て直角に一体に結合される第2の大引ビーム3Bと、それらの大引ビーム3A,3B上に載置される複数の根太4と、それらの根太4上に下地板を介して敷設される床板5とより構成されている。
【0016】
前記床Frを支持するのに、スラブS上には、従来のような束が一切立てられておらず、その床Frに伝わる騒音が直接スラブSを通して階下に伝わることがないようになっている。
【0017】
つぎに、図2〜5を参照して、前記第1の大引ビーム3Aと、その自由端に直角に連結される第2の大引ビーム3Bとの、本発明にしたがう連結構造について説明する。
【0018】
前記第1および第2の大引ビーム3A,3Bは、いずれも同じ構造で、同じ大きさに形成されており、亜鉛メッキされた鋼板により充分な耐久性を保つように構成されている。前記第1、第2の大引ビーム3A,3Bは、長手方向に間隔をあけて複数の取付孔14(後述するボルト21が間隙をもって貫通される)が列設される略鉛直な中間部10と、この中間部10の上下端より片持状に一体に接続される断面鳩尾状の上、下端部11,12とよりなり、それら上、下端部11,12は同じ形状を有して中間部10に対して上下対称に形成されており、前記上端部11は、図5に示すように、前記中間部10を通る鉛直面に対して同じ角度θをもって外側に向けて傾斜する2つの基準傾斜面11a,11bと、それらの基準傾斜面11a,11bを一体に接続する、平坦な上面を有する断面チャンネル状の上端面11cを有し、一方の基準傾斜面11aは中間部10から連続して延び、また他方の基準傾斜面11bは、自由端を有して前記一方の基準傾斜面11aよりも短く形成されて中間部10との間に間隙13が形成されている。
【0019】
また、同じく前記下端部12は、前記中間部10を通る鉛直面に対して同じ角度θで外側に向けて傾斜する2つの基準傾斜面12a,12b,と、それらの基準傾斜面12a,12bを一体に接続する平坦な下面を有する断面チャンネル状の下端面12cを有し、一方の基準傾斜面12aは中間部10から連続して延び、また他方の基準傾斜面12bは、自由端を有して前記一方の基準傾斜面12aよりも短く形成されて中間部10との間に間隙13が形成されている。そして前記2つの基準傾斜面11a,12aと、前記2つの基準傾斜面11b,12bとは、それぞれ間隔をあけて対向している。
【0020】
以上のように構成される第1および第2の大引ビーム3A,3Bの上端面上には前記根太4が載置される。
【0021】
一方、前記連結具Joは、図2,3に示すように、平面視T字状に形成されて前記第1の大引ビーム3Aに着脱可能に固定される第1の連結板16と、この第1の連結板16の端面に直角に一体連結されて第2の大引ビーム3Bに着脱可能に連結される第2の連結板17とよりなり、
前記第1の連結板16は、前記第1の大引ビーム3Aの中間部10に衝合される鉛直連結部16aと、この鉛直連結部16の上端よりアングル状に屈曲されて上方に延びて第1の大引ビーム3Aの上端部11の側面に係合される上端連結部16bと、鉛直連結部16の下端よりコ字状に屈曲されて下に延びて第1の大引ビーム3Aの下端部12に係合される下端連結部16cとより構成されており、前記上端および下端連結部16b,16cの端部には、第2の連結板17への接合端面16b′,16c′が略直角に屈曲形成されており、さらに前記鉛直連結部16には、その中間部の長手方向に沿って長孔19が穿設されている。
【0022】
一方、前記第2の連結板17は、第2の大引ビーム3Bの中間部10に衝合する鉛直連結部17aと、この鉛直連結部17aの上、下端より延長されて前記第1の大引ビーム3Bの基準傾斜面11b,12bに密接するように、それらと同じ角度に傾斜される上、下部連結基準傾斜面17b,17cと、それらの上、下部連結基準傾斜面17b,17cより上方および下方に略鉛直に延びる上部端縁17d,17eとを有しており、前記鉛直連結部17aには、その中間部の長手方向に沿って長孔20が穿設され、また前記上、下部連結基準傾斜面17b,17cは、前記基準傾斜面11b(11a),12b(12a)に対応するように上下方向に間隔をあけて対向している。
【0023】
前記第1の連結板16と第2の連結板17とよりなる連結具Joは、第2の連結板17の長手方向の中間部の上、下端縁17d、17eに、第1の連結板16の接合端面16a′,16c′を衝き当てそれらを溶接などの固定手段により一体に結合して、図2,3に示すように、平面視でT字状に形成される。
【0024】
つぎに、前記連結具Joを用いて、第1、第2の大引ビーム3A,3Bを直角に連結する手順について説明する。
【0025】
図2に示すように、第2の大引ビーム3Bの側面に、連結具Joの第2の連結板17を衝合させる。このとき、第2の連結板17の上部および下部連結基準傾斜面17b,17cは、第2の大引ビーム3Bの基準傾斜面11b,12bに沿いながら案内され、これにより、連結具Joは、第2の大引ビーム3Bに対して、上下方向に自動的に位置調整されながら正規の上下位置に保持される。ここで長孔20と取付孔14とにボルト21を貫通して、これにナット22を締着すれば、第2の大引ビーム3Bに、連結具Joを正規のセンタ位置に固定することができる。
【0026】
つぎに、連結金具Joの第1の連結板16の内面を第1の大引ビーム3Aの側面に係合し、すなわちその鉛直連結部16aを、第1の大引ビーム3Aの中間部10に衝き当て、またその上端および下端連結部16b,16cを、第1の大引ビーム3Aの上端部11および下端部12に係合(下端連結部16cの下面上に第1の大引ビーム3Aの下端面12cを係合)し、第2の大引ビーム3Bの上面に対して第1の大引ビーム3Aの上面を一致させて、長孔19と取付孔14に貫通したボルト21にナット22を締着する。以上により、第1の大引ビーム3Aと第2の大引ビーム3Bの上面を一致、すなわちそれらの「天」合わせを行なうことができ、以後、第2の大引ビーム3Bと第1の大引ビーム3Aを分離した後、再度それらを連結する場合にもボルト・ナット21,22の締着により、連結具Joは、第2の大引ビーム3Bに対して正規の上下位置に簡単容易に確実に位置決め固定することができ、第1および第2の大引ビーム3A,3Bの「天」合わせ作業を簡単容易に行なうことができ、それらの上に、根太4、床板5を一平面上に精度よく敷設することができる。
【0027】
なお、図1に示す、A部およびB部においても互いに直角に配置される2本の第1および第2の大引ビームは、前記実施例によるビームの連結構造により一体に連結することができる。
【0028】
以上、本発明の実施例について説明したが、本発明はその実施例に限定されることなく、本発明の範囲内で種々の実施例が可能である。
【0029】
たとえば、前記実施例では、本発明ビームの連結構造を、建物の床の大引ビームの連結に実施した場合について説明したが、これを建物の床以外のビームの連結にも実施できることは勿論であり、また前記実施例では、本発明ビームの連結構造を逆梁構造の躯体を備えた集合住宅に実施した場合を説明したが、これを戸建住宅などの他の建物にも実施できることは勿論である。また、前記実施例では、大引ビームの一対の基準傾斜面のうち、間隙を有する側の短い基準傾斜面を利用して連結具を固定する場合について説明したが、間隙を有しない側の長い基準傾斜面を利用して連結具を固定するようにしてもよい。
【0030】
【発明の効果】
以上のように、本請求項1記載の発明によれば、建物の床などに使用され、一平面上において、第1のビームと、この第1のビームに対して直角に配置される第2のビームとを平面T字状の連結具をもって一体に連結する、建物におけるビームの連結構造において、互いに直角に結合される2本のビームの「天」合わせをして、それらを連結する作業がきわめて簡単、容易に、しかも精度よく行なうことができる。
【0031】
また、本請求項2記載の発明によれば、前記ビームの連結構造において、互いに直角に連結される2本のビームの、平面方向の相対的な位置調整を簡単に行なうことができる。
【0032】
さらに、本請求項3記載の発明によれば、前記ビームの連結構造において、互いに直角に結合される2本の大引ビームの「天」合わせ作業を簡単、容易に、しかも精度よく行なうことができ、床の平面精度を高め、しかもその後の調整もし易くなる。
【図面の簡単な説明】
【図1】本発明ビームの連結構造を備えた床の一部破断斜視図
【図2】図1の2矢視仮想円囲い分の拡大斜視図
【図3】図2の3矢視平面図
【図4】図3の4−4線に沿う断面図
【図5】図4の5−5線に沿う断面図
【図6】従来のビーム連結構造の斜視図
【符号の説明】
3A 第1のビーム
3B 第2のビーム
5 床板
10 中間部
11 上端部
11a 基準傾斜面
11b 基準傾斜面
12 下端部
12a 基準傾斜面
12b 基準傾斜面
16 第1の連結板
16a 鉛直連結部
16b 上端連結部
16c 下端連結部
17 第2の連結板
17a 鉛直連結部
17b 連結基準傾斜面
17c 連結基準傾斜面
21 ボルト
22 ナット
F 躯体
Fr 床
Jo 連結具
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a beam connecting structure such as a large beam used for a floor of a building or the like.
[0002]
[Prior art]
In general, in buildings such as multi-family dwellings, the floor that separates the space above the floor from the space below the floor is laid horizontally with a plurality of large beams parallel to and fixed to a skeleton such as a concrete skeleton. When the underfloor space is used as a storage space, it is necessary to open an opening that can be opened and closed by a hatch on the floor. In such a case, in order to reinforce the free end of the large beam which is cut to form an opening and become cantilevered, another large beam is crossed with respect to the large beam. It is arranged and the other large beam is integrally connected to the large beam by using a connector so as to reinforce the large beam around the opening.
[0003]
By the way, conventionally, as shown in FIG. 6, an end portion of another large beam is fixed to a side surface of the large beam made of I-shaped steel with a bolt or a nut using a connecting metal such as an angle steel. Is generally adopted.
[0004]
[Problems to be solved by the invention]
However, when constructing a floor, as described above, joists and floorboards are laid on a plurality of heavy beams, so that the horizontality of the floorboards is a reference for the horizontality. The large beam is required to have a high degree of horizontality with respect to its upper surface. However, in the conventional method, the upper surface of the large beam and the upper surface of another large beam that is coupled at right angles thereto are precisely aligned. The task of matching the same plane, that is, "heaven" alignment, is necessary, but such work is troublesome, requires skill, and after that, the "heaven" of those heavy beams has been disrupted. At times, there is a problem that the repair work is troublesome and requires much time and labor.
[0005]
The present invention has been made in view of the above circumstances, and makes the upper surfaces of a first beam and a second beam arranged at right angles to each other coincide with each other on the same plane, that is, performs “heaven” alignment work and subsequent correction work. It is an object of the present invention to provide a beam connecting structure in a new building, which can be easily and easily performed with high accuracy and can solve the above-mentioned problem.
[0006]
[Means for Solving the Problems]
In order to achieve the above object, the invention according to claim 1 is used for a floor of a building or the like, and on a plane, a first beam and a second beam arranged at right angles to the first beam. A beam connecting structure in a building, wherein the first and second beams are integrally connected to each other with a planar T-shaped connecting tool, wherein the first and second beams are a vertical intermediate portion and upper and lower ends of the intermediate portion. The upper and lower ends of the dovetail-shaped cross section that are more integrally extended, and the upper and lower ends thereof are two reference inclined surfaces inclined outward at the same angle with respect to a vertical plane passing through the intermediate portion, An upper end and a lower end surface for integrally connecting the outer ends of the reference inclined surfaces are provided, while the connecting tool is provided with a first connecting plate detachably fixed to the first beam; The first plate is integrally connected at right angles to the end face of the connecting plate, and is detachably fixed to the second beam. The second connecting plate is formed of a vertical connecting portion that abuts an intermediate portion of the second beam, and upper and lower ends of the vertical connecting portion extending from the two lower reference surfaces. A connection reference inclined surface inclined at the same angle so as to be in close contact with one of the first beams, and the first connection plate has a vertical connection which abuts on an intermediate portion of the first beam. And an upper and lower connecting portion engaged with the upper and lower ends of the first beam, respectively, wherein the first beam and the first connecting plate and the second beam and the second connecting plate are provided. Are connected to each other detachably by bolts and nuts, and according to such a feature, two beams coupled at right angles to each other are connected by "topping". The work can be performed very simply, easily and with high precision.
[0007]
In order to achieve the above object, according to a second aspect of the present invention, in the first aspect of the present invention, the connection metal fitting is positioned in the longitudinal direction with respect to the first and second beams. It is characterized in that it is connected so as to be adjustable. According to this feature, the relative position adjustment in the planar direction of the two beams connected at right angles to each other can be easily performed.
[0008]
Furthermore, in order to achieve the above object, the invention according to claim 3 is the invention according to claim 1 or 2, wherein the first and second beams are heavy beams constituting a floor, The large beam is fixed to a building frame, and a floor plate is laid on the upper surface thereof. According to such a feature, a “top” combination of two large beams connected at right angles to each other is provided. The work can be performed simply, easily and with high accuracy, and the flatness of the floor can be improved, and further, the adjustment can be easily performed thereafter.
[0009]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, embodiments of the present invention will be described based on examples of the present invention shown in the accompanying drawings.
[0010]
First, with reference to FIGS. 1 to 5, an embodiment will be described in which the beam connection structure of the present invention is applied to the floor of an apartment house having a concrete frame having an inverted beam structure.
[0011]
FIG. 1 is a partially cutaway perspective view of a floor provided with the beam connection structure of the present invention, FIG. 2 is an enlarged perspective view of a virtual circle as viewed in the direction of arrow 2 in FIG. 1, and FIG. 3 is as viewed in the direction of arrow 3 in FIG. FIG. 4 is a sectional view taken along line 4-4 in FIG. 3, and FIG. 5 is a sectional view taken along line 5-5 in FIG.
[0012]
In FIG. 1, a concrete skeleton F constituting a skeleton of a building such as an apartment house includes a horizontal skeleton portion Fh extending in the horizontal direction and dividing the building into a plurality of upper and lower layers, and an adjacent horizontal skeleton portion Fh extending in the vertical direction. A vertical frame portion Fv that interconnects the spaces, and the horizontal frame portion Fh has a so-called inverted beam structure in which a plurality of inverted beams Rb are integrally formed on the upper surface of the slab S to protrude upward. . Each floor of the building is divided into a plurality of living spaces 1 by a reverse beam Rb, and a floor Fr is constructed in the living spaces 1. With the floor Fr, a floor space Cu used as a living room and an article storage space are stored. It is partitioned into an underfloor space Cd used as a room. The underfloor space Cd functioning as an article storage room is surrounded on all sides by inverted beams Rb, and the entire area is configured as one large room without partitions.
[0013]
As shown in FIG. 1, a rectangular opening 2 is opened in the middle of the floor Fr. Through this opening 2, a person can enter the underfloor space Cd and enter and exit objects. The opening 2 can be opened and closed by a hatch 6.
[0014]
Next, the configuration of the floor Fr provided with the beam connection structure according to the present invention will be described.
[0015]
The floor Fr is cut to form the plurality of first large beams 3 </ b> A arranged in parallel with each other on the inverted beam Rb via the support member 8 with vibration-proof rubber, and the opening 2. The free ends of the first large beams 3A are connected to the second large beams 3B at right angles by a connecting member Jo, which will be described later, and a plurality of beams mounted on the large beams 3A, 3B. And a floor plate 5 laid on the joists 4 with a base plate interposed therebetween.
[0016]
In order to support the floor Fr, no bundle is erected on the slab S as in the related art, so that noise transmitted to the floor Fr is not directly transmitted to the downstairs through the slab S. .
[0017]
Next, with reference to FIGS. 2 to 5, a connection structure according to the present invention between the first large beam 3A and the second large beam 3B connected at a right angle to its free end will be described. .
[0018]
The first and second pulling beams 3A and 3B have the same structure and the same size, and are configured so as to maintain sufficient durability by a galvanized steel plate. The first and second large beams 3A and 3B are formed in a substantially vertical intermediate portion 10 in which a plurality of mounting holes 14 (bolts 21 to be described later are penetrated with gaps) are arranged at intervals in the longitudinal direction. And upper and lower ends 11, 12 which are integrally connected in a cantilever manner from the upper and lower ends of the intermediate portion 10. The upper and lower ends 11, 12 have the same shape and have the same shape. As shown in FIG. 5, the upper end portion 11 has two reference portions inclined outward at the same angle θ with respect to a vertical plane passing through the intermediate portion 10. It has inclined surfaces 11a and 11b and an upper end surface 11c having a channel-like cross section having a flat upper surface and integrally connecting the reference inclined surfaces 11a and 11b, and one reference inclined surface 11a is continuous from the intermediate portion 10. And the other reference inclined surface 11b , The gap 13 between the intermediate portion 10 is formed shorter than the reference inclined plane 11a of the one having a free end is formed.
[0019]
Similarly, the lower end portion 12 includes two reference inclined surfaces 12a, 12b inclined outward at the same angle θ with respect to a vertical plane passing through the intermediate portion 10, and the reference inclined surfaces 12a, 12b. It has a channel-shaped lower end surface 12c having a flat lower surface that is integrally connected, one reference inclined surface 12a extends continuously from the intermediate portion 10, and the other reference inclined surface 12b has a free end. The gap 13 is formed shorter than the one reference inclined surface 12a and is formed between the reference inclined surface 12a and the intermediate portion 10. The two reference inclined surfaces 11a and 12a and the two reference inclined surfaces 11b and 12b are opposed to each other with an interval.
[0020]
The joist 4 is placed on the upper end surfaces of the first and second large beams 3A and 3B configured as described above.
[0021]
On the other hand, as shown in FIGS. 2 and 3, the connecting tool Jo is formed in a T-shape in plan view and is detachably fixed to the first large beam 3A. A second connecting plate 17 integrally connected at right angles to an end face of the first connecting plate 16 and detachably connected to the second large beam 3B;
The first connection plate 16 is bent at an angle from an upper end of the vertical connection portion 16a and a vertical connection portion 16a which abuts on the intermediate portion 10 of the first pulling beam 3A, and extends upward. An upper end connecting portion 16b engaged with the side surface of the upper end portion 11 of the first large beam 3A and a U-shaped bent lower portion of the vertical connecting portion 16 and extending downward to form the first large beam 3A. A lower end connecting portion 16c is engaged with the lower end portion 12. At the ends of the upper end and lower end connecting portions 16b, 16c, connecting end surfaces 16b ', 16c' to the second connecting plate 17 are provided. The vertical connecting portion 16 is formed with a long hole 19 along the longitudinal direction of the middle portion thereof.
[0022]
On the other hand, the second connecting plate 17 includes a vertical connecting portion 17a which abuts on the intermediate portion 10 of the second large beam 3B, and a first connecting portion 17a extending from the upper and lower ends of the vertical connecting portion 17a. It is inclined at the same angle as the reference inclined surfaces 11b and 12b of the pull beam 3B so as to be in close contact therewith, and the lower connection reference inclined surfaces 17b and 17c, and above them, above the lower connection reference inclined surfaces 17b and 17c. And upper ends 17d and 17e extending substantially vertically downward. The vertical connecting portion 17a is provided with an elongated hole 20 along the longitudinal direction of an intermediate portion thereof. The connection reference inclined surfaces 17b and 17c are opposed to each other with an interval in the vertical direction so as to correspond to the reference inclined surfaces 11b (11a) and 12b (12a).
[0023]
The connecting member Jo composed of the first connecting plate 16 and the second connecting plate 17 is attached to the upper and lower edges 17d and 17e of the second connecting plate 17 in the longitudinal direction. The joining end surfaces 16a 'and 16c' of the above are struck against each other and integrally joined by fixing means such as welding to form a T-shape in plan view as shown in FIGS.
[0024]
Next, a procedure for connecting the first and second large beams 3A and 3B at a right angle by using the connecting tool Jo will be described.
[0025]
As shown in FIG. 2, the second connecting plate 17 of the connecting tool Jo is abutted against the side surface of the second large beam 3B. At this time, the upper and lower connecting reference inclined surfaces 17b, 17c of the second connecting plate 17 are guided along the reference inclined surfaces 11b, 12b of the second large beam 3B, whereby the connecting tool Jo is With respect to the second large beam 3B, the position is automatically adjusted in the up-down direction and is held at the regular up-down position. If the bolt 21 is passed through the long hole 20 and the mounting hole 14 and the nut 22 is fastened to the bolt 21, the connecting tool Jo can be fixed to the second center beam 3B at the regular center position. it can.
[0026]
Next, the inner surface of the first connection plate 16 of the connection fitting Jo is engaged with the side surface of the first large beam 3A, that is, the vertical connection portion 16a is connected to the intermediate portion 10 of the first large beam 3A. The impact and the upper and lower connecting portions 16b and 16c thereof are engaged with the upper end 11 and the lower end 12 of the first large beam 3A (the first large beam 3A is provided on the lower surface of the lower connecting portion 16c). The lower end surface 12c is engaged), the upper surface of the first large beam 3A is made to coincide with the upper surface of the second large beam 3B, and the nut 22 is inserted into the bolt 21 penetrating the elongated hole 19 and the mounting hole 14. Tighten. As described above, the upper surfaces of the first large beam 3A and the second large beam 3B can be made to coincide with each other, that is, the "top" alignment can be performed. Thereafter, the second large beam 3B and the first large beam 3B can be aligned. Even when the pull beam 3A is separated and then connected again, the connecting tool Jo can be easily and easily moved to the regular vertical position with respect to the second pull beam 3B by tightening the bolts and nuts 21 and 22. The first and second large beams 3A and 3B can be easily aligned with the ceiling, and the joist 4 and the floor plate 5 can be placed on one plane. Can be laid accurately.
[0027]
In addition, the two first and second large beams arranged at right angles to each other in the portion A and the portion B shown in FIG. 1 can be integrally connected by the beam connection structure according to the above embodiment. .
[0028]
Although the embodiments of the present invention have been described above, the present invention is not limited to the embodiments, and various embodiments are possible within the scope of the present invention.
[0029]
For example, in the above-described embodiment, a case has been described in which the beam connection structure of the present invention is applied to connection of a large beam on the floor of a building. However, it is needless to say that this can be applied to connection of beams other than the floor of a building. In addition, in the above embodiment, the case where the connection structure of the beam of the present invention is applied to an apartment house having a body of a reverse beam structure has been described. However, it is needless to say that this can be applied to other buildings such as a detached house. It is. Further, in the above-described embodiment, the case where the connecting tool is fixed using the short reference inclined surface having the gap among the pair of reference inclined surfaces of the large beam has been described. The connecting tool may be fixed using the reference inclined surface.
[0030]
【The invention's effect】
As described above, according to the first aspect of the present invention, the first beam and the second beam arranged at right angles to the first beam on one plane are used for the floor of a building or the like. In a beam connection structure in a building where two beams are connected together with a flat T-shaped connecting tool, the work of connecting two beams that are connected at right angles to each other by “heaven” and connecting them It can be performed very simply, easily and accurately.
[0031]
Further, according to the second aspect of the present invention, in the beam connection structure, relative position adjustment of two beams connected at right angles to each other in a planar direction can be easily performed.
[0032]
Further, according to the third aspect of the present invention, in the beam connecting structure, it is possible to easily, easily, and accurately perform a “top” alignment operation of two large beams coupled at right angles to each other. This makes it possible to improve the flatness of the floor and to make subsequent adjustments easier.
[Brief description of the drawings]
FIG. 1 is a partially cutaway perspective view of a floor provided with a beam connection structure of the present invention. FIG. 2 is an enlarged perspective view of a virtual circle as viewed in the direction of arrow 2 in FIG. 1 FIG. 4 is a sectional view taken along line 4-4 in FIG. 3 FIG. 5 is a sectional view taken along line 5-5 in FIG. 4 FIG. 6 is a perspective view of a conventional beam connection structure
3A first beam 3B second beam 5 floor plate 10 intermediate portion 11 upper end portion 11a reference inclined surface 11b reference inclined surface 12 lower end portion 12a reference inclined surface 12b reference inclined surface 16 first connection plate 16a vertical connection portion 16b upper end connection Portion 16c Lower end connection portion 17 Second connection plate 17a Vertical connection portion 17b Connection reference inclined surface 17c Connection reference inclined surface 21 Bolt 22 Nut F Frame Fr Floor Jo Connector

Claims (3)

建物の床などに使用され、一平面上において、第1のビーム(3A)と、この第1のビーム(3A)に対して直角に配置される第2のビーム(3B)とを平面T字状の連結具(Jo)をもって一体に連結する、建物におけるビームの連結構造であって、
前記第1、第2のビーム(3A,3B)は、鉛直な中間部(10)と、この中間部(10)の上下端より一体に延長される断面鳩尾状の上、下端部(11,12)とよりなり、それら上、下端部(11,12)は、前記中間部(10)を通る鉛直面に対して同じ角度で外向きに傾斜する2つの基準傾斜面(11a,11b,12a,12b)と、それらの基準傾斜面(11a,11b,12a,12b)の外端を一体に接続する上、下端面(11c,12c)を有し、
一方、前記連結具(Jo)は、前記第1のビーム(3A)に着脱可能に固定される第1の連結板(16)と、この第1の連結板(16)の端面に直角に一体結合されて第2のビーム(3B)に着脱可能に固定される第2の連結板(17)とよりなり、前記第2の連結板(17)は、第2のビーム(3B)の中間部(10)に衝合する鉛直連結部(17a)と、この鉛直連結部(17a)の上、下端より延長されて前記2つの基準傾斜面(11a,11b;12a,12b)のいずれか一方に密接するように、それらと同じ角度に傾斜される連結基準傾斜面(17b,17c)とを有し、また前記第1の連結板(16)は、前記第1のビーム(3A)の中間部(10)に衝合される鉛直連結部(16a)と、第1のビームの上、下端部(11,12)に係合される上、下端連結部(16b,16c)とを有しており、
前記第1のビーム(3A)と第1の連結板(16)および前記第2のビーム(3B)と第2の連結板(17)とを、それぞれボルト・ナット(21,22)により着脱可能に一体に連結してなることを特徴とする、建物におけるビームの連結構造。
A first beam (3A) and a second beam (3B) arranged at a right angle to the first beam (3A) on one plane are used in a building T floor or the like. Connection structure of a beam in a building, which is integrally connected with a joint (Jo) in a shape of a beam,
The first and second beams (3A, 3B) have a vertical intermediate portion (10) and a dovetail-shaped upper and lower end portion (11,11) extending integrally from upper and lower ends of the intermediate portion (10). 12), on which the lower end portions (11, 12) have two reference inclined surfaces (11a, 11b, 12a) inclined outward at the same angle with respect to a vertical plane passing through the intermediate portion (10). , 12b) and upper ends connecting the outer ends of the reference inclined surfaces (11a, 11b, 12a, 12b) integrally, and lower end surfaces (11c, 12c).
On the other hand, the connecting tool (Jo) is integrally formed with a first connecting plate (16) detachably fixed to the first beam (3A) and at right angles to an end face of the first connecting plate (16). A second connecting plate (17) coupled and removably fixed to the second beam (3B), wherein the second connecting plate (17) is an intermediate portion of the second beam (3B). A vertical connecting portion (17a) which abuts on (10), and one of the two reference inclined surfaces (11a, 11b; 12a, 12b) extending from the upper and lower ends of the vertical connecting portion (17a). A connection reference inclined surface (17b, 17c) inclined at the same angle as the first connection plate (16), and the first connection plate (16) is provided at an intermediate portion of the first beam (3A). A vertical connection part (16a) abutted on (10), and upper and lower ends (11, On which is engaged in 2), it has a lower end connecting portion (16b, 16c),
The first beam (3A) and the first connecting plate (16) and the second beam (3B) and the second connecting plate (17) can be detachably attached by bolts and nuts (21, 22), respectively. A beam connecting structure in a building, wherein the beam is connected integrally to a building.
前記連結金具(Jo)は、前記第1、第2のビーム(3A,3B)に対してそれらの長手方向に位置調整可能に連結されることを特徴とする、前記請求項1記載の建物におけるビームの連結構造。2. The building according to claim 1, wherein the connection fittings (Jo) are connected to the first and second beams (3 </ b> A, 3 </ b> B) so that their positions can be adjusted in their longitudinal directions. 3. Beam connection structure. 前記第1、第2のビーム(3A,3B)は、床(Fr)を構成する大引ビームであり、該大引ビームは、建物の躯体(F)に固定され、その上面に床板(5)が敷設されることを特徴とする、前記請求項1または2記載の建物におけるビームの連結構造。The first and second beams (3A, 3B) are large beams constituting a floor (Fr), and the large beams are fixed to a building body (F) of a building, and a floor plate (5) is provided on the upper surface thereof. 3. The connecting structure of beams in a building according to claim 1, wherein the beams are laid.
JP2002360294A 2002-12-12 2002-12-12 Beam connection structure in buildings Expired - Lifetime JP3632022B2 (en)

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KR1020030090186A KR20040051556A (en) 2002-12-12 2003-12-11 Beam connecting structure for building
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