JPH0711206Y2 - Fixed structure of beams and interludes in assembled houses - Google Patents
Fixed structure of beams and interludes in assembled housesInfo
- Publication number
- JPH0711206Y2 JPH0711206Y2 JP6584989U JP6584989U JPH0711206Y2 JP H0711206 Y2 JPH0711206 Y2 JP H0711206Y2 JP 6584989 U JP6584989 U JP 6584989U JP 6584989 U JP6584989 U JP 6584989U JP H0711206 Y2 JPH0711206 Y2 JP H0711206Y2
- Authority
- JP
- Japan
- Prior art keywords
- plate portion
- stud
- reinforcing member
- vertical plate
- end side
- 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
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- Rod-Shaped Construction Members (AREA)
Description
【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、例えば、カレージ、物置、コミハウス等とし
て利用される組立家屋における梁材と間柱の固定構造に
関するものである。[Detailed Description of the Invention] [Industrial field of application] The present invention relates to a fixing structure for a beam and a stud in an assembled house used as, for example, a garage, a storeroom, a comic house, and the like.
組立家屋において、縦板部の上端側と下端側に夫々側方
へ向けて折曲連設された第一横板部と第二横板部を有
し、第二横板部に間柱挿入用孔を形成して成る梁材と、
前記間柱挿入用孔に挿入した間柱の上端側とを、前記梁
材の縦板部を貫通するボルトを間柱の上端側に形成され
たねじ孔にねじ込んで固定する梁材と間柱の固定構造は
既に知られている。In an assembled house, it has a first horizontal plate part and a second horizontal plate part that are bent and connected sideways at the upper end side and the lower end side of the vertical plate part, respectively, and is for stud insertion into the second horizontal plate part. A beam member formed by forming holes,
The upper end side of the stud inserted into the hole for inserting the stud, and the fixing structure of the beam member and the stud member, in which a bolt penetrating the vertical plate portion of the beam member is screwed and fixed in a screw hole formed on the upper end side of the stud member Already known.
従来、組立家屋の梁材と間柱の固定構造は、上記の通り
であったため、梁材に加わる荷重の大小に応じて、例え
ば、積雪荷重が大きい豪雪地用と積雪荷重の小さい一般
地用とで、梁材の板厚および梁成を変える必要があっ
た。Conventionally, the fixing structure of the beams and studs in the assembled house is as described above, and therefore, depending on the magnitude of the load applied to the beams, for example, heavy snow loads for heavy snow areas and low snow loads for general ground. Therefore, it was necessary to change the plate thickness and beam composition of the beam material.
このため、部材(梁材)を共通化できず、量産が効かな
いので、コストが高く付いた。Therefore, the members (beam members) cannot be shared, and mass production is not effective, resulting in high cost.
上記の従来欠点に鑑み、本考案は、梁材の裏側に別の梁
補強材を固着して必要な耐力を得るようにすることによ
り、梁材を一般地用と豪雪地用といった小荷重用と大荷
重用とに共用でき、量産によるコストダウンを可能なら
しめると共に、梁補強材を梁材の裏側に固着する作業を
用意かつ経済的に行えるようにした組立家屋の梁材と間
柱の固定構造を提供するものである。In view of the above-mentioned conventional drawbacks, the present invention proposes a beam material for small loads such as for general ground and heavy snow areas by fixing another beam reinforcement material on the back side of the beam material so as to obtain a necessary proof stress. It can be used for both heavy load and heavy load, and can reduce the cost by mass production, and the work to fix the beam reinforcement to the back side of the beam can be done easily and economically. It provides the structure.
上記の目的を達成するために、本考案が講じた技術的手
段は、次の通りである。即ち、本考案による組立家屋の
梁材と間柱の固定構造は、縦板部の上端側と下端側に夫
々側方へ向けて折曲連設された第一横板部と第二横板部
を有し、第二横板部に間柱挿入用孔を形成して成る梁材
の前記縦板部の内面に、縦板部、上面板部、下面板部、
取付け板部を有し、前記下面板部に前記間柱挿入用孔に
対応する間柱挿入用孔が形成された中空状の梁補強材の
前記取付け板部を当てがい、前記梁材および梁補強材の
間柱挿入用孔に間柱の上端側を挿入し、当該間柱の上端
側に形成されたねじ孔に、前記梁材の縦板部と当該縦板
部に対接した梁補強材の取付け板部とを貫通するボルト
をねじ込んで、梁材、梁補強材、間柱の三者を螺着して
あることを特徴としている。The technical means taken by the present invention to achieve the above object are as follows. That is, the structure for fixing the beams and studs of the assembled house according to the present invention includes a first horizontal plate portion and a second horizontal plate portion that are bent and connected to the upper end side and the lower end side of the vertical plate portion to the side respectively. And, on the inner surface of the vertical plate portion of the beam formed by forming stud insertion holes in the second horizontal plate portion, the vertical plate portion, the upper surface plate portion, the lower surface plate portion,
The beam member and the beam reinforcing member, each of which has a mounting plate portion and which has a hollow beam reinforcing member having a stud insertion hole corresponding to the stud insertion hole formed in the lower surface plate portion, The upper end side of the stud is inserted into the stud insertion hole, and the vertical plate portion of the beam member and the mounting plate portion of the beam reinforcing member that is in contact with the vertical plate portion are inserted into the screw holes formed on the upper end side of the stud member. It is characterized in that a bolt penetrating through and is screwed, and a beam member, a beam reinforcing member, and a stud are screwed together.
上記の構成によれば、梁材に梁補強材を固着して必要な
耐力を得るので、梁材を、例えば、積雪荷重の小さい一
般地用と積雪荷重の大きい豪雪地用に共用でき、部材の
共通化によるコストダウンが可能である。According to the above configuration, since the beam reinforcement is fixed to the beam to obtain the necessary yield strength, the beam can be used, for example, for general land with a small snow load and heavy snow with a large snow load. It is possible to reduce costs by standardizing.
しかも、間柱を梁材に固定するボルトおよび該ボルトと
螺合するねじ孔が梁補強材を梁材に固着するためのボル
ト、ねじ孔としても利用されることになり、且つ、間柱
を梁材に固定する作業と、梁補強材を梁材に固着して強
度的に一体化する作業とが同時に行われることになる。Moreover, the bolt for fixing the stud to the beam and the screw hole to be screwed with the bolt are also used as the bolt and the screw hole for fixing the beam reinforcing member to the beam, and the stud is used for the beam. The work of fixing the beam reinforcing member to the beam member and the work of fixing the beam reinforcing member to the beam member and integrating them in strength are simultaneously performed.
以下、本考案の実施例を図面に基づいて説明する。 Embodiments of the present invention will be described below with reference to the drawings.
第1図は、ガレージとして利用される組立家屋を示す。
図において、1は下枠、2は柱、3は桁行方向の梁材、
4は梁間方向の梁材であり、これら1,2,3,4は、いずれ
も塗装鋼板製である。5は桁行方向の梁材3に溶接等の
手段により固着された屋根受けフレーム、6は折版屋
根、7は鼻隠し、8は間柱、9は壁パネルである。FIG. 1 shows an assembled house used as a garage.
In the figure, 1 is a lower frame, 2 is a pillar, 3 is a beam member in the girder direction,
4 is a beam material in the beam direction, and all of these 1, 2, 3, 4 are made of coated steel plates. Reference numeral 5 is a roof receiving frame fixed to the beam 3 in the girder direction by welding or the like, 6 is a folded roof, 7 is a hidden nose, 8 is a stud, and 9 is a wall panel.
前記梁材3は、第2図、第3図に示すように、縦板部10
の上端側と下端側に夫々側方へ向けて直角又は略直角に
折曲連設された第一横板部11と第二横板部12を有してお
り、第一横板部11の先端は下方に折曲され、第二横板部
12の先端は上方に折曲されている。尚、第2図〜第5図
では、梁材3のうち、組立家屋における後側の梁材3の
みを図示しているが、前側の梁材3や中間の梁材3も第
一横板部11の折り曲がり角度以外の構成は実質的に同じ
であるため、図示説明を省く。The beam member 3 has a vertical plate portion 10 as shown in FIGS.
Of the first horizontal plate part 11 has a first horizontal plate part 11 and a second horizontal plate part 12 that are bent and provided continuously at right angles or substantially right angles to the upper and lower ends of the first horizontal plate part 11 respectively. The tip is bent downward, and the second horizontal plate part
The tip of 12 is bent upward. 2 to 5, only the beam member 3 on the rear side in the assembled house is shown among the beam members 3, but the beam member 3 on the front side and the beam member 3 in the middle are also the first horizontal plates. Since the configuration of the portion 11 other than the bending angle is substantially the same, the illustration and description thereof will be omitted.
前記梁材3のうち、屋根面に排水勾配を付ける必要上、
梁成が最も小さくなっており、それ故、耐荷重性の乏し
い後側の梁材3には、その縦板部10の内面側に塗装鋼板
製の梁補強材13が固定され、大きな積雪荷重に耐えられ
るように、つまり、一般地用の梁材3を豪雪地用の梁材
3として共用できるように構成されている。Of the beams 3, it is necessary to provide a drainage slope on the roof surface,
Since the beam formation is the smallest, therefore, the beam reinforcements 13 made of coated steel plate are fixed to the inner surface side of the vertical plate portion 10 of the rear beam material 3 having poor load resistance, and a large snow load In other words, the beam material 3 for general ground can be used as the beam material 3 for heavy snowfall areas.
梁材3に梁補強材13を固定するにあたっては、多数のリ
ベットやボルト・ナットを使用して行ってもよいが、本
考案では、間柱8を取り付けるためのボルト14を利用し
て、梁材3、梁補強材13、間柱8の三者を共締めしてあ
る。その詳細な構造は次の通りである。Although many rivets or bolts and nuts may be used to fix the beam reinforcing member 13 to the beam member 3, in the present invention, the beam member 14 is attached by using the bolt 14 for attaching the stud 8. 3, the beam reinforcement 13, and the stud 8 are fastened together. The detailed structure is as follows.
即ち、前記梁材3には、第3図〜第5図に示すように、
第二横板部12に間柱挿入用孔15が所定間隔おきに複数個
形成され、第2図に示すように、縦板部10に複数個のボ
ルト挿入用孔16が形成されている。That is, as shown in FIG. 3 to FIG.
A plurality of stud insertion holes 15 are formed at predetermined intervals in the second horizontal plate portion 12, and a plurality of bolt insertion holes 16 are formed in the vertical plate portion 10 as shown in FIG.
前記梁補強材13は、適当間隔を隔てて前記梁材3の前記
縦板部10と対向する縦板部13aと、その上下両端から同
方向に直角に折曲された上面板部13bおよび下面板部13c
と、上面板部13bから下方に折曲した取付け板部13dと、
下面板部13cの先端から下方に折曲した取付け板部13eと
によって中空状に形成されており、上面板部13bおよび
下面板部13cには前記間柱挿入用孔15に対応する間柱挿
入用孔17が形成され、取付け板部13d,13eには、前記間
柱挿入用孔17と対応する位置にボルト挿入用孔18が形成
されている。また梁補強材13の長手方向両端部には、前
記取付け板部13d,13eにねじ孔19が形成されている。こ
のねじ孔19はナットサート(ナットのカシメ止め)によ
って形成されているが、ナットを溶接して形成してもよ
く、バーリング加工して形成したねじ孔であってもよ
い。The beam reinforcing member 13 includes a vertical plate portion 13a facing the vertical plate portion 10 of the beam member 3 with an appropriate interval, and an upper plate portion 13b and a lower plate portion 13b bent at right angles from the upper and lower ends thereof in the same direction. Face plate 13c
And a mounting plate portion 13d bent downward from the upper surface plate portion 13b,
A stud insertion hole corresponding to the stud insertion hole 15 is formed in the upper surface plate portion 13b and the lower surface plate portion 13c by a mounting plate portion 13e bent downward from the tip of the lower surface plate portion 13c. 17 are formed, and the mounting plate portions 13d and 13e are formed with bolt insertion holes 18 at positions corresponding to the stud insertion holes 17. Further, screw holes 19 are formed in the attachment plate portions 13d and 13e at both longitudinal ends of the beam reinforcing member 13. The screw hole 19 is formed by a nut sert (fastening the nut to prevent crimping), but may be formed by welding a nut or a burring process.
そして、第3図に示すように、前記梁材3の内面に前記
梁補強材13を当てがい、前記ねじ孔19に螺合する連結ボ
ルト20で梁補強材13の両端部を梁材3に固定してある。
この状態で、梁補強材13付きの梁材3を、柱2間に架設
した後、第4図、第5図に示すように、前記梁材3およ
び梁補強材13の間柱挿入用孔15,17に間柱8の上端側を
挿入し、当該間柱8の上端側に形成されたねじ孔21に、
前記梁材3の縦板部10と当該縦板部10に対接した梁補強
材13の取付け板部13d,13eとを夫々に形成しているボル
ト挿入用孔16,18を貫通するボルト14をねじ込んで、梁
材3、梁補強材13、間柱8の三者を共締めしてある。第
2図中の16′は前記連結ボルト20を挿通する孔、16″は
梁材3を柱2に架設するためのボルト貫通孔である。Then, as shown in FIG. 3, the beam reinforcing member 13 is applied to the inner surface of the beam member 3, and both ends of the beam reinforcing member 13 are fixed to the beam member 3 by connecting bolts 20 screwed into the screw holes 19. It is fixed.
In this state, after the beam member 3 with the beam reinforcing member 13 is installed between the columns 2, as shown in FIGS. 4 and 5, the beam member 3 and the beam reinforcing member 13 have stud insertion holes 15. , 17, the upper end side of the stud 8 is inserted into the screw hole 21 formed on the upper end side of the stud 8,
Bolts 14 penetrating through bolt insertion holes 16 and 18 which respectively form the vertical plate portion 10 of the beam member 3 and the mounting plate portions 13d and 13e of the beam reinforcing member 13 facing the vertical plate portion 10 respectively. Is screwed in and the three members of the beam member 3, the beam reinforcing member 13, and the stud 8 are fastened together. In FIG. 2, 16 'is a hole through which the connecting bolt 20 is inserted, and 16''is a bolt through hole through which the beam 3 is installed on the column 2.
尚、図示のねじ孔21は、ナットサートによって形成され
ているが、ナットの溶接によって形成してもよく、間柱
8に直接バーリング加工して形成したものでもよい。上
面板部13bの間柱挿入用孔17は、間柱8を差し込む際に
利用されるだけであるから、間柱8の上端と梁補強材13
の上面板部13bとの間隙が十分に大きい場合や間柱8の
下枠1に対する取付け手段の如何によっては上面板部13
bの間柱挿入用孔17を省略することが可能である。図示
の実施例では、梁補強材13の両端部を梁材3に予め連結
ボルト20で固定しているが、ボルトに替えて取付け板部
13d,13eと縦板部10とを接着固定することもできる。梁
補強材15としては、第6図(イ)〜(ハ)に示すよう
に、適宜の断面形状のものを採用できる。第6図(イ)
の梁補強材13は、取付け板部13d,13eを夫々外側に折曲
した点に特徴があり、第6図(ロ)の梁補強材13は取付
け板部13d,13eを夫々内側に折曲した点に特徴がある。
第6図(ハ)の梁補強材13は角筒状、つまり、第6図
(ロ)の取付け板部13d,13eを延長して一体化した如き
断面形状とした点に特徴がある。また、上記の各実施例
では、後側の梁材3にのみ梁補強材13を固着したが、中
間や前側の梁材3や梁間方向の梁4にも梁補強材13を固
着してもよい。Although the illustrated screw hole 21 is formed by a nut sert, it may be formed by welding a nut, or may be formed by directly burring the stud 8. The stud insertion holes 17 in the upper surface plate portion 13b are used only when the stud 8 is inserted, so that the upper end of the stud 8 and the beam reinforcing member 13 are used.
Of the upper plate 13b depending on the mounting means for the lower frame 1 of the stud 8 when the gap between the upper plate 13b and the upper plate 13b is sufficiently large.
The stud insertion hole 17 in b can be omitted. In the illustrated embodiment, both end portions of the beam reinforcing member 13 are fixed to the beam member 3 with connecting bolts 20 in advance.
It is also possible to adhere and fix 13d, 13e and the vertical plate portion 10. As the beam reinforcing material 15, as shown in FIGS. 6 (a) to 6 (c), an appropriate cross-sectional shape can be adopted. Figure 6 (a)
The beam reinforcing material 13 is characterized in that the mounting plate portions 13d and 13e are respectively bent to the outside, and the beam reinforcing material 13 in FIG. 6 (b) is such that the mounting plate portions 13d and 13e are bent to the inside. The point is that it was done.
The beam reinforcing member 13 in FIG. 6 (c) is characterized in that it has a rectangular tube shape, that is, it has a cross-sectional shape such that the mounting plate portions 13d and 13e in FIG. 6 (b) are extended and integrated. Further, in each of the above-described embodiments, the beam reinforcing material 13 is fixed only to the rear beam material 3, but the beam reinforcing material 13 may be fixed to the middle or front beam material 3 and the beam 4 in the beam direction. Good.
本考案は、上述した構成よりなるから、次の効果を奏し
得るのである。Since the present invention has the above-mentioned configuration, the following effects can be obtained.
梁材に梁補強材を固着して必要な耐力を得る梁構造
としているので、豪雪地に適した梁となり、積雪荷重の
小さい一般地用には梁材のみの使用でよく、梁材の共通
化によるコストダウンが可能である。Since the beam structure is obtained by fixing the beam reinforcements to the beam material to obtain the required yield strength, it becomes a beam suitable for heavy snowfall areas, and for general land where the snow load is small, it is sufficient to use only the beam material. It is possible to reduce costs by using
間柱に梁材を固定する作業と、梁補強材を梁材に固
定する作業とが同時に行われることになるので、作業を
容易かつ経済的に行うことができる。Since the work of fixing the beam member to the stud and the work of fixing the beam reinforcing member to the beam member are performed at the same time, the work can be performed easily and economically.
図面は本考案の一実施例を示し、第1図は組立家屋の一
部破断斜視図、第2図は要部の分解斜視図、第3図は梁
材に梁補強材を取り付けた状態を示す側面図、第4図は
間柱の取付け手順を示す要部の斜視図、第5図は梁材と
間柱の固定構造を示す要部の縦断面図、第6図(イ)〜
(ハ)は本考案の別実施例を示す梁補強材の断面図であ
る。 3……梁材、8……間柱、10……縦板部、11……第一横
板部、12……第二横板部、13……梁補強材、13a……縦
板部、13b……上面板部、13c……下面板部、13d,13e…
…取付け板部、14……ボルト、15,17……間柱挿入用
孔、21……ねじ孔。FIG. 1 shows an embodiment of the present invention. FIG. 1 is a partially broken perspective view of an assembled house, FIG. 2 is an exploded perspective view of an essential part, and FIG. 3 shows a beam member with a beam reinforcement member attached. The side view shown in FIG. 4, FIG. 4 is a perspective view of an essential part showing the procedure for attaching the stud, and FIG. 5 is a longitudinal sectional view of the essential part showing the fixing structure of the beam and the stud, and FIG.
(C) is a cross-sectional view of a beam reinforcing member showing another embodiment of the present invention. 3 ... Beam member, 8 ... stud, 10 ... Vertical plate part, 11 ... First horizontal plate part, 12 ... Second horizontal plate part, 13 ... Beam reinforcement, 13a ... Vertical plate part, 13b …… top plate, 13c …… bottom plate, 13d, 13e…
… Mounting plate, 14 …… Bolts, 15,17 …… Stem insertion hole, 21 …… Screw hole.
Claims (1)
て折曲連設された第一横板部と第二横板部を有し、第二
横板部に間柱挿入用孔を形成して成る梁材の前記縦板部
の内面に、縦板部、上面板部、下面板部、取付け板部を
有し、前記下面板部に前記間柱挿入用孔に対応する間柱
挿入用孔が形成された中空状の梁補強材の前記取付け板
部を当てがい、前記梁材および梁補強材の間柱挿入用孔
に間柱の上端側を挿入し、当該間柱の上端側に形成され
たねじ孔に、前記梁材の縦板部と当該縦板部に対接した
梁補強材の取付け板部とを貫通するボルトをねじ込ん
で、梁材、梁補強材、間柱の三者を螺着してあることを
特徴とする組立家屋の梁材と間柱の固定構造。1. A vertical plate part has a first horizontal plate part and a second horizontal plate part, which are bent and connected sideways on the upper end side and the lower end side, respectively, and a stud is inserted into the second horizontal plate part. A vertical plate portion, an upper surface plate portion, a lower surface plate portion, and a mounting plate portion are provided on the inner surface of the vertical plate portion of the beam member formed with the use holes, and the lower surface plate portion corresponds to the stud insertion hole. Apply the mounting plate portion of the hollow beam reinforcing member having a stud insertion hole, insert the upper end side of the stud into the stud insertion hole of the beam member and the beam reinforcing member, and place the upper end side of the stud. A bolt penetrating the vertical plate portion of the beam member and the mounting plate portion of the beam reinforcing member facing the vertical plate portion is screwed into the formed screw hole to form a beam member, a beam reinforcing member, or a stud. A fixed structure of beams and studs in an assembled house, characterized by being screwed on.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6584989U JPH0711206Y2 (en) | 1989-06-05 | 1989-06-05 | Fixed structure of beams and interludes in assembled houses |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6584989U JPH0711206Y2 (en) | 1989-06-05 | 1989-06-05 | Fixed structure of beams and interludes in assembled houses |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH034806U JPH034806U (en) | 1991-01-18 |
JPH0711206Y2 true JPH0711206Y2 (en) | 1995-03-15 |
Family
ID=31598051
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP6584989U Expired - Lifetime JPH0711206Y2 (en) | 1989-06-05 | 1989-06-05 | Fixed structure of beams and interludes in assembled houses |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0711206Y2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2017503942A (en) * | 2014-01-24 | 2017-02-02 | ▲謝▼英俊 | Three-dimensional lightweight steel frame formed by bidirectional continuous double beams |
-
1989
- 1989-06-05 JP JP6584989U patent/JPH0711206Y2/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2017503942A (en) * | 2014-01-24 | 2017-02-02 | ▲謝▼英俊 | Three-dimensional lightweight steel frame formed by bidirectional continuous double beams |
Also Published As
Publication number | Publication date |
---|---|
JPH034806U (en) | 1991-01-18 |
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