JPS5929045Y2 - Beam connection structure - Google Patents

Beam connection structure

Info

Publication number
JPS5929045Y2
JPS5929045Y2 JP4367280U JP4367280U JPS5929045Y2 JP S5929045 Y2 JPS5929045 Y2 JP S5929045Y2 JP 4367280 U JP4367280 U JP 4367280U JP 4367280 U JP4367280 U JP 4367280U JP S5929045 Y2 JPS5929045 Y2 JP S5929045Y2
Authority
JP
Japan
Prior art keywords
beam connection
connection
beams
connection part
spare
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
Application number
JP4367280U
Other languages
Japanese (ja)
Other versions
JPS56143404U (en
Inventor
晃司 山口
Original Assignee
ナショナル住宅産業株式会社
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 ナショナル住宅産業株式会社 filed Critical ナショナル住宅産業株式会社
Priority to JP4367280U priority Critical patent/JPS5929045Y2/en
Publication of JPS56143404U publication Critical patent/JPS56143404U/ja
Application granted granted Critical
Publication of JPS5929045Y2 publication Critical patent/JPS5929045Y2/en
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は、梁の接続構造に関し、その要旨は、主梁1の
側面に主梁1の長手方向に一定間隔で梁接続部2を設け
、梁接続部2と同間隔て主梁1に対して直角に配設せる
副梁4を梁接続部2にそれぞれ接続し、梁接続予備部3
を梁接続部2に添せて配設して梁接続予備部3を主梁1
に固着し、梁接続部2と異なる間隔で梁接続部2と梁接
続予備部3に跨って配設された副梁5を梁接続部2と梁
接続予備部3とに固着して成る梁の接続構造にある。
[Detailed description of the invention] The present invention relates to a beam connection structure, and its gist is that beam connection parts 2 are provided on the side surface of the main beam 1 at regular intervals in the longitudinal direction of the main beam 1, and The secondary beams 4, which are arranged at right angles to the main beam 1 at intervals, are connected to the beam connection parts 2, respectively, and the preliminary beam connection parts 3 are connected to the beam connection parts 2.
is attached to the beam connection part 2, and the beam connection spare part 3 is connected to the main beam 1.
A beam formed by fixing to the beam connection part 2 and the beam connection spare part 3 a sub-beam 5, which is fixed to the beam connection part 2 and the beam connection spare part 3 and is arranged at a different interval from the beam connection part 2, spanning the beam connection part 2 and the beam connection spare part 3. in the connection structure.

一般に梁同志を接続する場合主梁に一定間隔で梁接続部
を設け、副梁をこの梁接続部と同じ間隔で直角に配設し
て副梁と梁接続部とを接続するものであるが、設計の都
合で副梁4がずれた場合、従来は第1図に示すように、
副梁4は梁接続部2にボルト6一本でしか主梁1に接続
されなくなり、接合力が半減してしまうという欠点があ
った。
Generally, when connecting beams to each other, beam connecting parts are provided at regular intervals on the main beam, and secondary beams are arranged at right angles at the same intervals as the beam connecting parts to connect the secondary beams and the beam connecting parts. , if the secondary beam 4 is misaligned due to design reasons, conventionally, as shown in Figure 1,
The secondary beam 4 is connected to the main beam 1 by only one bolt 6 at the beam connection portion 2, which has the disadvantage that the joining force is halved.

本考案は、かかる欠点に鑑みてなされたもので、その目
的とするところは、梁の位置ずれが生じたとしても、位
置ずれした梁を通常の梁と同じ状態で全面的に固着でき
る梁の接続構造を提供するにある。
The present invention was developed in view of these drawbacks, and its purpose is to create a beam that can completely fix the displaced beam in the same condition as a normal beam, even if the beam is misaligned. Provides a connection structure.

以下、本考案を図示実施例に従って詳述する。Hereinafter, the present invention will be described in detail according to illustrated embodiments.

主梁1は第2図に示すように、上枠7と下枠8とを鉄筋
9にて接続されたラチス梁のようなもので、上枠7と下
枠8との間に梁接続部2が梁1の長手方向に一定間隔で
配設され、梁接続部2の上端と下端とが上枠7と下枠8
とにそれぞれ溶接してあり、梁接続部2の前面に上下に
ボルト孔10が2列穿孔しである。
As shown in Fig. 2, the main beam 1 is like a lattice beam in which an upper frame 7 and a lower frame 8 are connected by reinforcing bars 9, and there is a beam connection between the upper frame 7 and the lower frame 8. 2 are arranged at regular intervals in the longitudinal direction of the beam 1, and the upper and lower ends of the beam connection part 2 are connected to the upper frame 7 and the lower frame 8.
are welded to each other, and two rows of bolt holes 10 are bored at the top and bottom of the front surface of the beam connection part 2.

梁接続予備部3は第7図のように両側面板部11間に天
板部12、底板部13と補強板部14を上下3段にわた
って配設してあり、それぞれの接合部を溶接しである。
As shown in Fig. 7, the beam connection spare part 3 has a top plate part 12, a bottom plate part 13, and a reinforcing plate part 14 disposed in three upper and lower stages between both side plate parts 11, and the joints of each part are welded. be.

また両側面板部11の上端及び下端は内側に絞っており
、この部分を固着面部15とする。
Further, the upper and lower ends of both side plate portions 11 are tapered inward, and these portions are defined as fixing surface portions 15.

またこの固着面部15間は梁取付面部19で、梁取付面
部19及び固着面部15とにボルト孔10を穿孔しであ
る。
Also, between the fixing surfaces 15 is a beam mounting surface section 19, and bolt holes 10 are bored in the beam mounting surface section 19 and the fixing surface section 15.

副梁4は短寸のもので、その端部に接続面板16を溶接
しである。
The sub-beam 4 is short and has a connecting face plate 16 welded to its end.

しかして第6図のようにまず2本の主梁1を平行に配設
し、その間に一定間隔で副梁4を直角に配設し、梁接続
部2に副梁4の接続面板16をボルト止めし、さらにプ
レース17をクロスに架設して床梁Aを形成する。
As shown in FIG. 6, two main beams 1 are first arranged in parallel, and sub-beams 4 are arranged at right angles between them at regular intervals, and the connection face plate 16 of the sub-beams 4 is attached to the beam connection part 2. The floor beam A is formed by bolting, and then building the places 17 in a cross manner.

次に他の小型の床梁Bを前記の床梁Aに接続する場合設
計上の都合により一部の副梁5が他の副梁4と違う間隔
とせざるを得す、芯ずれを生ずることがあり、第4図や
第5図のように梁接続予備部3を梁接続部2に添わせて
配設し、梁接続予備部3の上端と下端とを上枠7と下枠
8にボルト止めする。
Next, when connecting another small-sized floor beam B to the above-mentioned floor beam A, some of the sub-beams 5 have to be spaced differently from other sub-beams 4 due to design considerations, which may cause misalignment. As shown in Figures 4 and 5, the beam connection spare part 3 is arranged along the beam connection part 2, and the upper and lower ends of the beam connection spare part 3 are connected to the upper frame 7 and the lower frame 8. Bolt.

この時梁接続予備部3の固着面部15を内側に折曲しで
あるため、梁取付面部19は上枠7及び下枠8並びに梁
接続部2と同面になる。
At this time, since the fixed surface portion 15 of the beam connection preliminary portion 3 is bent inward, the beam attachment surface portion 19 is flush with the upper frame 7, the lower frame 8, and the beam connection portion 2.

次に第4図のように梁接続部2の半分と梁接続予備部3
とに跨って配設された副梁5の接続面板16を梁接続部
12の半分と梁接続予備部3とにボルト6とナツト18
にて固着する。
Next, as shown in Figure 4, half of the beam connection part 2 and the beam connection spare part 3 are connected.
Connect the connecting face plate 16 of the sub-beam 5, which is disposed astride the two, to the half of the beam connecting part 12 and the beam connecting spare part 3 with bolts 6 and nuts 18.
It will be fixed in place.

本考案は、叙上のように、梁の側面に梁の長手方向に一
定間隔で梁接続部を設け、梁接続部と同間隔で配設せる
副梁を梁接続部にそれぞれ接続し、梁接続部と異なる間
隔で配設された副梁を梁接続部と梁接続予備部に添って
配設された梁接続予備部とに跨設しであるので、設計上
の都合である一つの副梁の芯ずれが生じたとしても通常
の副梁と同様に間隔の違う副梁に接続することができ、
間隔の違う副梁の接続強度を低下させることがないとい
う利点がある。
As mentioned above, the present invention provides beam connection parts on the side of the beam at regular intervals in the longitudinal direction of the beam, connects sub-beams arranged at the same intervals as the beam connection parts to the beam connection parts, and The secondary beams, which are arranged at different intervals from the connection part, are installed across the beam connection part and the spare beam connection part, which is placed along the spare beam connection part, so one sub-beam is placed at a different interval from the connection part. Even if a beam is misaligned, it can be connected to a sub-beam with a different spacing just like a normal sub-beam.
This has the advantage that the connection strength of sub-beams with different spacings is not reduced.

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

第1図は従来例の接続状態を示す平面図、第2図は本考
案に使用する梁の斜視図、第3図は本考案における副梁
と主梁との接続状態を示す平面図、第4図は本考案にお
ける間隔の違う副梁と主梁との接続状態を示す平面図、
第5図は本考案における梁取付補助部の取付状態を示す
正面図、第6図は本考案における梁組み立て状態を示す
平面図、第7図は本考案の梁接続予備部の斜視図で、1
は主梁、2は梁接続部、3は梁接続予備部、4,5は副
梁である。
Fig. 1 is a plan view showing the connection state of the conventional example, Fig. 2 is a perspective view of the beam used in the present invention, and Fig. 3 is a plan view showing the connection state of the sub-beam and main beam in the present invention. Figure 4 is a plan view showing the connection state of the secondary beams and main beams with different intervals in this invention.
FIG. 5 is a front view showing the installed state of the beam attachment auxiliary part in the present invention, FIG. 6 is a plan view showing the beam assembled state in the present invention, and FIG. 7 is a perspective view of the beam connection preliminary part of the present invention. 1
is the main beam, 2 is the beam connection part, 3 is the beam connection spare part, and 4 and 5 are the secondary beams.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 主梁の側面に主梁の長手方向に一定間隔で梁接続部を設
け、梁接続部と同間隔て主梁に対して直角に配設せる副
梁を梁接続部にそれぞれ接続し、梁接続予備部を梁接続
部に添せて配設して梁接続予備部を主梁に固着し、梁接
続部と異なる間隔で梁接続部と梁接続予備部に跨って配
設された副梁を梁接続部と梁接続予備部とに固着して成
る梁の接続構造。
Beam connection parts are provided on the sides of the main beam at regular intervals in the longitudinal direction of the main beam, and sub-beams placed at right angles to the main beam at the same intervals as the beam connection parts are connected to the beam connection parts, and the beams are connected. The spare part is placed along the beam connection part, and the spare beam connection part is fixed to the main beam, and the secondary beam is placed across the beam connection part and the spare beam connection part at a different interval from the beam connection part. A beam connection structure that is fixed to a beam connection part and a beam connection spare part.
JP4367280U 1980-03-31 1980-03-31 Beam connection structure Expired JPS5929045Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4367280U JPS5929045Y2 (en) 1980-03-31 1980-03-31 Beam connection structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4367280U JPS5929045Y2 (en) 1980-03-31 1980-03-31 Beam connection structure

Publications (2)

Publication Number Publication Date
JPS56143404U JPS56143404U (en) 1981-10-29
JPS5929045Y2 true JPS5929045Y2 (en) 1984-08-21

Family

ID=29638988

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4367280U Expired JPS5929045Y2 (en) 1980-03-31 1980-03-31 Beam connection structure

Country Status (1)

Country Link
JP (1) JPS5929045Y2 (en)

Also Published As

Publication number Publication date
JPS56143404U (en) 1981-10-29

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