JPS6316402Y2 - - Google Patents

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Publication number
JPS6316402Y2
JPS6316402Y2 JP2207481U JP2207481U JPS6316402Y2 JP S6316402 Y2 JPS6316402 Y2 JP S6316402Y2 JP 2207481 U JP2207481 U JP 2207481U JP 2207481 U JP2207481 U JP 2207481U JP S6316402 Y2 JPS6316402 Y2 JP S6316402Y2
Authority
JP
Japan
Prior art keywords
bracket
upper beam
unit structure
web
column
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
JP2207481U
Other languages
Japanese (ja)
Other versions
JPS57135608U (en
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 filed Critical
Priority to JP2207481U priority Critical patent/JPS6316402Y2/ja
Publication of JPS57135608U publication Critical patent/JPS57135608U/ja
Application granted granted Critical
Publication of JPS6316402Y2 publication Critical patent/JPS6316402Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は建物のユニツト構造物に関し、さらに
詳しくはユニツト構造物相互を建築現場において
結合して建物とする場合に、ユニツト構造物相互
の結合を迅速に行うことができる結合構造を備え
た建物のユニツト構造物に関する。
[Detailed description of the invention] The present invention relates to unit structures of buildings, and more specifically, when unit structures are connected to each other at a construction site to form a building, it is possible to quickly connect unit structures to each other. This invention relates to a unit structure of a building having a joint structure.

ユニツト構造物を建築現場において相互に結合
して建物とする、いわゆるユニツト構築法におい
ては、建築現場においていかに早くかつ正確にユ
ニツト構造物相互を結合できるかが重要である。
すなわち、ユニツト構造物自体は工場で量産的に
製造されるので、低コスト化も可能であるが、実
際の建築現場において構築する際に手間がかかる
と、建物全体の低コスト化にはつながらないから
である。
In the so-called unit construction method, in which unit structures are connected to each other at a construction site to form a building, it is important how quickly and accurately the unit structures can be connected to each other at the construction site.
In other words, since the unit structure itself is mass-produced in a factory, it is possible to reduce costs, but if it takes time and effort to construct it at the actual construction site, it will not lead to lower costs for the entire building. It is.

本考案は前記観点から、ユニツト構造物相互を
迅速かつ正確に結合できる結合構造を備えたユニ
ツト構造物を提供することを目的とする。
In view of the above, an object of the present invention is to provide a unit structure having a connecting structure that can quickly and accurately connect unit structures to each other.

本考案のユニツト構造物は、柱と、ウエブが垂
直となり、このウエブの両端から水平内方向へフ
ランジが伸びるように前記柱に取り付けられた溝
形鋼からなる被結合上梁および被結合下梁であつ
て水平方向で隣接する他のユニツト構造物のそれ
らに対向して配置される被結合上梁および被結合
下梁と、前記被結合上梁の上側のフランジの上側
面と結合面が合致しかつボルト孔を有する結合部
を備えていて被結合上梁のウエブの外側面に固着
されたブラケツトと、このブラケツトとこのブラ
ケツトに対向して位置する他のユニツト構造物の
被結合上梁のブラケツトとにわたされかつ各ブラ
ケツトのボルト孔に対応する位置に設けられたボ
ルト孔を有するジヨイント金物とを含むことを特
徴とする。
The unit structure of the present invention has a column and a web that are vertical, and an upper beam and a lower beam that are made of channel steel and are attached to the column so that flanges extend horizontally inward from both ends of the web. The upper beam to be joined and the lower beam to be joined, which are placed opposite to those of other unit structures adjacent in the horizontal direction, and the upper surface of the upper flange of the upper beam to be joined and the joining surface meet. a bracket having a connecting part with matching bolt holes and fixed to the outer surface of the web of the upper beam to be connected; It is characterized by including a joint metal fitting that extends between the brackets and has bolt holes provided at positions corresponding to the bolt holes of each bracket.

以下に添付図面を参照して本考案の実施例につ
いて説明する。
Embodiments of the present invention will be described below with reference to the accompanying drawings.

第1図に示すように、本考案のユニツト構造物
10は、柱12と、被結合上梁14と、被結合下
梁16と、ブラケツト18と、ブラケツト20と
を含む。当然のことながら、ユニツト構造物10
は他のユニツト構造物と結合されない梁22その
他下梁、壁パネル、天井パネル等を含むが、この
ような部材は従来のユニツト構造物に用いられて
いるものと同じ位置に形成する。このような部材
は本考案には直接関係ないので省略してある。
As shown in FIG. 1, the unit structure 10 of the present invention includes a column 12, an upper beam 14 to be connected, a lower beam 16 to be connected, a bracket 18, and a bracket 20. Naturally, the unit structure 10
This includes beams 22, other lower beams, wall panels, ceiling panels, etc. that are not connected to other unit structures, but such members are formed in the same locations as those used in conventional unit structures. Such members are omitted because they are not directly related to the present invention.

柱12は水平断面が方形の中空状に形成され、
この柱12に被結合上梁14と被結合下梁16と
がボルトにより連結されている。柱12と被結合
上梁14、被結合下梁16とは溶接されることも
ある。
The pillar 12 is formed into a hollow shape with a rectangular horizontal cross section,
An upper beam 14 and a lower beam 16 are connected to the column 12 by bolts. The column 12, the upper beam 14 to be connected, and the lower beam 16 to be connected may be welded.

被結合上梁14と被結合下梁16とは隣接する
ユニツト構造物の対応位置に設けられる被結合上
梁および被結合下梁にそれぞれ対向して配置さ
れ、少なくとも被結合上梁相互は結合される。し
かも建物が2階建てのときには、階下に置かれる
ユニツト構造物の被結合上梁14とこの上に載置
される階上のユニツト構造物の被結合下梁16と
が結合される。被結合上梁14と被結合下梁16
とは、ウエブ23とこのウエブ23の両端にフラ
ンジ24を備えた垂直断面が溝形となつた溝形鋼
からなる。そしてウエブ23の外側面23aが柱
12の中央垂直面上に位置し、各フランジ24が
ユニツト構造物の水平内方向へ向くように、柱1
2にボルト止めされる。
The upper beam 14 to be connected and the lower beam 16 to be connected are arranged to face the upper beam to be connected and the lower beam to be connected, respectively, provided at corresponding positions of adjacent unit structures, and at least the upper beams to be connected are connected to each other. Ru. Furthermore, when the building is two-story, the upper beam 14 of the unit structure placed on the lower floor is connected to the lower beam 16 of the unit structure placed on the upper floor. Upper beam 14 to be connected and lower beam 16 to be connected
It is made of a channel steel having a web 23 and flanges 24 at both ends of the web 23 and having a groove-shaped vertical cross section. The outer surface 23a of the web 23 is positioned on the central vertical plane of the column 12, and each flange 24 faces horizontally inward of the unit structure.
Bolted to 2.

被結合上梁14のウエブ23の外側面23aに
ブラケツト18が溶接されている。このブラケツ
ト18は水平の結合面18aを有する結合部18
bと、この結合部18bの両端から垂直方向に伸
びる支え部18cとからなり、正面形状は略逆U
字状に形成されている。ブラケツト18は、その
結合面18aのレベルが被結合上梁14の上側の
フランジの上側面24aのレベルと合致するよう
にウエブの外側面23aに溶接される。結合部1
8bにはボルト孔26が設けられている。
A bracket 18 is welded to the outer surface 23a of the web 23 of the upper beam 14 to be joined. This bracket 18 has a connecting portion 18 having a horizontal connecting surface 18a.
b, and support portions 18c extending vertically from both ends of this joint portion 18b, and the front shape is approximately an inverted U.
It is formed into a letter shape. The bracket 18 is welded to the outer surface 23a of the web such that the level of its joining surface 18a matches the level of the upper surface 24a of the upper flange of the upper beam 14 to be joined. Joint part 1
A bolt hole 26 is provided in 8b.

被結合下梁16のウエブ23の外側面23aに
ブラケツト20が溶接されている。このブラケツ
ト20は前記ブラケツト18と同じ形状のもの
で、溶接に際しては結合面18aを下側とし、こ
の結合面18aのレベルが被結合下梁16の下側
のフランジの下側面24bのレベルと合致するよ
うに位置させて溶接する。
A bracket 20 is welded to the outer surface 23a of the web 23 of the lower beam 16 to be joined. This bracket 20 has the same shape as the bracket 18, and when welding, the joining surface 18a is on the lower side, and the level of this joining surface 18a matches the level of the lower surface 24b of the lower flange of the lower beam 16 to be joined. position and weld.

前記各ブラケツト18,20は柱12から一定
の距離に取り付けられる。これによつてユニツト
構造物を平家建ての建物に使用する場合にも、ま
たは2階建ての建物に使用する場合にも、結合部
18bのボルト孔26は柱12から一定の距離と
なり、いずれの場合にも同一のジヨイント金物2
8の使用が可能となる。
Each of the brackets 18, 20 is mounted at a fixed distance from the post 12. As a result, whether the unit structure is used in a one-story building or a two-story building, the bolt hole 26 of the joint 18b is a constant distance from the column 12, and both Same joint hardware in case 2
8 can be used.

ジヨイント金物28は所定の位置に隣接して配
置されたユニツト構造物の対向するブラケツト1
8,18に載置されて、両ブラケツト従つて、ユ
ニツト構造物相互を結合するのに用いる。ジヨイ
ント金物28には4箇所に合いくぎ30が突設さ
れている。各合いくぎ30が、所定の位置で対向
して配置される被結合上梁14,14に設けられ
た貫通孔32に挿入されるとき、各ブラケツトの
結合部18bのボルト孔26とそれぞれ整合する
ジヨイント金物28の部位にボルト34が設けら
れている。このように、ジヨイント金物28に複
数の合いくぎ30を設けると、ジヨイント金物2
8は被結合上梁14,14の位置決め部材として
も機能する。
The joint hardware 28 connects the opposing brackets 1 of the unit structure adjacent to each other at a predetermined position.
8, 18 and is used to connect both brackets and thus unit structures to each other. The joint hardware 28 has dowels 30 protruding from four locations. When each dowel 30 is inserted into the through hole 32 provided in the upper beams 14, 14 to be joined, which are arranged facing each other at a predetermined position, it is aligned with the bolt hole 26 of the joint part 18b of each bracket. A bolt 34 is provided at the joint hardware 28. In this way, when a plurality of dowels 30 are provided on the joint hardware 28, the joint hardware 28
8 also functions as a positioning member for the upper beams 14, 14 to be coupled.

第1図のような平家建て建物を本考案のユニツ
ト構造物10を用いて構築するには、基礎上の所
定位置へユニツト構造物10,10をもたらし、
互いに対向する被結合上梁14,14の貫通孔3
2へジヨイント金物28の合いくぎ30を挿入す
る。この状態で、各ブラケツト18のボルト孔2
6とジヨイント金物28のボルト孔34は整合す
るので、ここにボルト36を挿通してナツト38
にねじ込めばよい。この場合、ナツトはブラケツ
トの結合部18bの裏面に溶接したものでもよ
く、あるいは非溶接のナツトでもよい。ボルト3
6とナツト38との締結により、ジヨイント金物
28は各被結合上梁14の上側フランジの上側面
24aおよび各ブラケツト18の結合面18aに
それぞれ密接するので、被結合上梁14相互の結
合は堅固に行われる。なお、被結合下梁16相互
の間の結合は対向するブラケツト20とジヨイン
ト金物28とを用いて前記に準じて行つてもよ
く、あるいはこのようなジヨイント金物28によ
る結合を行わずに、被結合下梁16を基礎上へ固
定するようにしてもよい。後者の場合、ブラケツ
ト20を不要とすることもできる。ジヨイント金
物28を用いての結合では、ジヨイント金物を被
結合下梁16の下側に位置させる。
To construct a one-story building as shown in FIG. 1 using the unit structure 10 of the present invention, the unit structures 10, 10 are brought to a predetermined position on the foundation,
Through hole 3 in upper beams 14, 14 to be coupled facing each other
Insert the dowel 30 of the joint hardware 28 into 2. In this state, bolt holes 2 of each bracket 18
6 and the bolt hole 34 of the joint hardware 28 are aligned, so insert the bolt 36 here and tighten the nut 38.
Just screw it in. In this case, the nut may be welded to the back surface of the joint portion 18b of the bracket, or may be a non-welded nut. bolt 3
6 and the nut 38, the joint hardware 28 comes into close contact with the upper side surface 24a of the upper flange of each upper beam 14 and the connecting surface 18a of each bracket 18, so that the upper beams 14 are firmly connected to each other. It will be held on. Note that the connection between the lower beams 16 to be joined may be performed in the same manner as described above using the opposing brackets 20 and joint metal fittings 28, or alternatively, the connection between the lower beams 16 to be connected may be performed using the opposing brackets 20 and the joint metal fittings 28, or alternatively, the connection between the lower beams 16 to be connected may be carried out using the opposing brackets 20 and the joint metal fittings 28, or the connection between the lower beams 16 to be connected may be carried out in the same manner as described above. The lower beam 16 may be fixed onto the foundation. In the latter case, the bracket 20 may be unnecessary. When joining using the joint hardware 28, the joint hardware is positioned below the lower beam 16 to be joined.

次に第2図に示すように、本考案のユニツト構
造物10を用いて2階建ての建物を構築する場合
には、まず1階のユニツト構造物10を基礎上の
所定の位置に配置する。次いで、ジヨイント金物
28の合いくぎ30をフランジの貫通孔32に挿
入してジヨイント金物28を被結合上梁14,1
4上に載置する。一般にユニツト構造物では、柱
12の上面13aと被結合上梁14の上側フラン
ジの上側面24aとは同一レベルではなく、柱の
上面13aの方がわずかに上にある。従つて、こ
の場合ジヨイント金物28の厚みは、柱の上面1
3aとフランジの上側面24aとの間の距離の2
倍に設定しておく。このようにすれば、階上のユ
ニツト構造物を階下のユニツト構造物の上側に載
せたとき、柱相互が密接し、しかもジヨイント金
物28は階下のユニツト構造物の被結合上梁14
と階上のユニツト構造物の被結合下梁16との間
に挾持される。また、階下のユニツト構造物に対
する階上のユニツト構造物の位置決めは、階上の
ユニツト構造物の柱12に設けた合いくぎ(図示
してない)を階下のユニツト構造物の柱に設けた
孔13bに挿入することによつて行われる。従つ
て、このようにして階上のユニツト構造物が所定
の位置になると、第3図に示すように、階下のユ
ニツト構造物の被結合上梁14のブラケツト18
のボルト孔26、ジヨイント金物28のボルト孔
34および階上のユニツト構造物の被結合下梁1
6のブラケツト20のボルト孔26は整合する。
そこでボルト36およびナツト38の締結によつ
て上下のブラケツト相互を結合できる。またジヨ
イント金物28は水平方向に対向して位置する隣
接のユニツト構造物の方へ伸びているので、前記
ボルト、ナツトの締結により、隣接するユニツト
構造物相互も結合され、結局、垂直方向および水
平方向の結合がなされる。
Next, as shown in FIG. 2, when constructing a two-story building using the unit structure 10 of the present invention, first the first floor unit structure 10 is placed at a predetermined position on the foundation. . Next, the dowel 30 of the joint hardware 28 is inserted into the through hole 32 of the flange, and the joint hardware 28 is attached to the upper beams 14, 1 to be joined.
4 Place it on top. Generally, in a unit structure, the upper surface 13a of the column 12 and the upper surface 24a of the upper flange of the upper beam 14 to be connected are not on the same level, but the upper surface 13a of the column is slightly higher. Therefore, in this case, the thickness of the joint hardware 28 is equal to the thickness of the upper surface 1 of the column.
2 of the distance between 3a and the upper surface 24a of the flange.
Set it to double. In this way, when the unit structure on the upper floor is placed on the upper side of the unit structure on the lower floor, the columns are in close contact with each other, and the joint hardware 28 is connected to the upper beam 14 of the unit structure on the lower floor.
and the lower beam 16 of the unit structure on the floor to be connected. In addition, the positioning of the unit structure on the upper floor with respect to the unit structure on the lower floor can be done by using dowels (not shown) provided on the pillars 12 of the unit structure on the upper floor, and holes provided in the pillars of the unit structure on the lower floor. 13b. Therefore, when the unit structure on the floor is in a predetermined position in this way, the bracket 18 of the upper beam 14 to be connected to the unit structure on the floor below is moved as shown in FIG.
bolt hole 26 of the joint hardware 28, bolt hole 34 of the joint hardware 28, and the lower beam 1 to be connected to the unit structure on the floor.
The bolt holes 26 of the brackets 20 of No. 6 are aligned.
Therefore, the upper and lower brackets can be connected to each other by tightening the bolts 36 and nuts 38. Further, since the joint metal fittings 28 extend toward adjacent unit structures located horizontally opposite to each other, the adjacent unit structures are also connected to each other by tightening the bolts and nuts, and eventually both vertically and horizontally. A combination of directions is made.

本考案によれば、ブラケツトの周辺部で対向す
るウエブ間の空間は結合作業の際の作業空間とす
ることができること、ジヨイント金物およびブラ
ケツトのボルト孔にボルトを通して締め付けるだ
けで被結合上梁相互を結合できることから、結合
作業を極めて迅速に行うことができる。またブラ
ケツトを使用することによりユニツト構造物の梁
と梁との結合のための面積を2倍にでき、ブラケ
ツト結合面が梁の上側面または下側面と合致して
いることと相まつて、堅固な結合を保証する。
According to the present invention, the space between the opposing webs at the periphery of the bracket can be used as a work space during the joining work, and the upper beams to be joined can be connected to each other by simply passing bolts through the bolt holes of the joint hardware and the bracket and tightening them. Since it can be combined, the combining operation can be performed extremely quickly. In addition, by using brackets, the area for connecting beams of unit structures can be doubled, and together with the fact that the bracket connecting surface matches the upper or lower surface of the beam, it is possible to achieve a solid structure. Guaranteed binding.

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

第1図は本考案のユニツト構造物の要部を示す
斜視図であつて、平家建ての建物を構築する状態
を併せて示しており、第2図は2階建てとした結
合部の斜視図、第3図は第2図の3矢視拡大図で
ある。 10:ユニツト構造物、12:柱、14:被結
合上梁、16:被結合下梁、18,20:ブラケ
ツト、18a:結合面、23:ウエブ、24:フ
ランジ、24a:上側面、24b:下側面、2
8:ジヨイント金物、30:合いくぎ。
Fig. 1 is a perspective view showing the main parts of the unit structure of the present invention, and also shows the state in which a one-story building is constructed, and Fig. 2 is a perspective view of the joint part of the two-story building. , FIG. 3 is an enlarged view of FIG. 2 in the direction of arrow 3. 10: Unit structure, 12: Column, 14: Upper beam to be connected, 16: Lower beam to be connected, 18, 20: Bracket, 18a: Connection surface, 23: Web, 24: Flange, 24a: Upper side, 24b: Lower side, 2
8: Joint hardware, 30: Matching nail.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 柱と、ウエブが垂直に配置され、このウエブの
両端から水平内方向へフランジが伸びるように前
記柱に取り付けられた溝形鋼からなる被結合上梁
および被結合下梁であつて水平方向で隣接する他
のユニツト構造物のそれらに対向して配置される
被結合上梁および被結合下梁と、前記被結合上梁
の上側のフランジの上側面と結合面が合致しかつ
ボルト孔を有する結合部を備えていて被結合上梁
のウエブの外側面に固着されたブラケツトと、こ
のブラケツトとこのブラケツトに対向して位置す
る他のユニツト構造物の被結合上梁のブラケツト
とにわたされかつ前記各ブラケツトのボルト孔に
対応する位置に設けられたボルト孔を有するジヨ
イント金物とを含む、建物のユニツト構造物。
A column, a connected upper beam and a connected lower beam made of channel steel are attached to the column so that the web is arranged vertically, and flanges extend horizontally inward from both ends of the web, and the connected upper beam and lower beam are horizontally arranged. An upper beam to be connected and a lower beam to be connected, which are arranged opposite to those of other adjacent unit structures, and a connecting surface that matches the upper side of the upper flange of the upper beam to be connected, and have bolt holes. A bracket provided with a connecting part and fixed to the outer surface of the web of the upper beam to be connected, and a bracket of the upper beam to be connected to the bracket of another unit structure located opposite this bracket and this bracket. and a joint metal fitting having bolt holes provided at positions corresponding to the bolt holes of each of the brackets.
JP2207481U 1981-02-20 1981-02-20 Expired JPS6316402Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2207481U JPS6316402Y2 (en) 1981-02-20 1981-02-20

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2207481U JPS6316402Y2 (en) 1981-02-20 1981-02-20

Publications (2)

Publication Number Publication Date
JPS57135608U JPS57135608U (en) 1982-08-24
JPS6316402Y2 true JPS6316402Y2 (en) 1988-05-11

Family

ID=29819895

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2207481U Expired JPS6316402Y2 (en) 1981-02-20 1981-02-20

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Publication number Priority date Publication date Assignee Title
JPH0615785B2 (en) * 1985-09-06 1994-03-02 積水化学工業株式会社 Unit building

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JPS57135608U (en) 1982-08-24

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