JPS5996344A - Construction of folded panel building and attachment metal fittings used threin - Google Patents
Construction of folded panel building and attachment metal fittings used threinInfo
- Publication number
- JPS5996344A JPS5996344A JP20374182A JP20374182A JPS5996344A JP S5996344 A JPS5996344 A JP S5996344A JP 20374182 A JP20374182 A JP 20374182A JP 20374182 A JP20374182 A JP 20374182A JP S5996344 A JPS5996344 A JP S5996344A
- Authority
- JP
- Japan
- Prior art keywords
- steel
- folded plate
- mounting bracket
- mounting
- plate
- 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.)
- Pending
Links
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
本発明は、折板材建築物、特にH鋼を母屋や骨組とする
折板材建築物の施工方法、およびその折板材建築物の施
工方法に用いるのに適した取付金具に関するものである
。DETAILED DESCRIPTION OF THE INVENTION The present invention provides a method for constructing a folded plate building, particularly a folded plate building whose purlin or frame is made of H steel, and a mounting bracket suitable for use in the method for constructing the folded plate building. It is related to.
折板材建築物、特にH鋼を母屋や骨組とする折板材建築
物は、一般に、従来の折板材建築物の施工方法を示す第
1図乃至第6図に例示の如り、25本のH鋼1,1の端
に連結板20.21 、22全ボルト。Folded plate buildings, especially those with H steel as the main building and frame, generally consist of 25 H steels, as illustrated in Figures 1 to 6, which show the construction method of conventional folded plate buildings. Connecting plates 20, 21 and 22 are all bolted to the ends of steel 1 and 1.
ナツト乙によシ固定し、その2本のH鋼1,1を連結し
て母屋や骨組を構築するものである。すなわち、H鋼1
の上フランジ10(折板材4を取付ける側のフランジ)
の上面および下7ランジ11の下面に巾がH鋼の上下7
ランジ10.11の巾より若干率さい巾広の第1連結板
20ヲ、またH鋼1の上7ランジ10の下面および下フ
ランジ11の上面に巾がH鋼1の上下フランジ10,1
1の巾の2分の1よシ若干小さい中挟の第2連結板21
ヲ、さらにH鋼1の垂直板部12に縦長の第3連結板2
2ヲそれぞれボルト、ナツト6によ如固定して2本のH
鋼1,1を連結するものである。この結果、H鋼1の連
結部においては連結板20,21.22やボルト、ナツ
ト6が突出していることとなる。このため、H鋼1の上
フランジ10の上面(折板材4を取付ける側の面)に取
付金具を直接固定した場合、この取付金具はH鋼1の連
結部における連結板20やボルト。The main building and frame are constructed by fixing the nut to the bolt and connecting the two H steels 1 and 1. That is, H steel 1
Upper flange 10 (flange on the side where the folded plate material 4 is attached)
The upper and lower surfaces of the upper and lower 7 flange 11 are made of steel with a width of H.
A first connecting plate 20 with a width slightly wider than the width of the langes 10 and 11, and upper and lower flanges 10 and 1 of the H steel 1 with a width on the lower surface of the upper 7 langes 10 and the upper surface of the lower flange 11 of the H steel 1.
1. The second connecting plate 21 is slightly smaller than 1/2 of the width of 1.
wo, furthermore, a vertically long third connecting plate 2 is attached to the vertical plate part 12 of the H steel 1.
Fix 2 with bolts and nuts 6, respectively, and tighten the two H
It connects steel 1 and 1. As a result, the connecting plates 20, 21, 22, bolts, and nuts 6 protrude from the connecting portion of the H steel 1. Therefore, when a mounting bracket is directly fixed to the upper surface of the upper flange 10 of the H steel 1 (the surface on which the folded plate material 4 is attached), this mounting bracket is attached to the connecting plate 20 or bolts at the connecting portion of the H steel 1.
ナツト3の突出物上に乗っかって変形してしまい、その
結果その変形した取付金具に折板材4を取付けることが
不可能でラシ、このH鋼1の連結部を避ける必要がある
。The nut 3 is deformed by riding on the protrusion, and as a result, it is impossible to attach the folded plate material 4 to the deformed mounting bracket, so it is necessary to avoid the connecting portion of the H steel 1.
従って、従来の折板材建築物の施工方法は、第1図乃至
第6図に示すように、H鋼1の上7ランジ10の上面に
C鋼の取付金具の受金具a’(r溶接やボルト、ナツト
などによシ固定すると共に、その受金具aの内H鋼1の
連結部に自る部分をガスバーナなどにより切シ抜いたシ
、または図示の如く受金具a’rH鋼1の連結部と連結
部との間にまず固定し、次にH鋼1の連結部に当る受金
具aと受金具aとの間に渡板すを固定したシしてH鋼1
の連結部を避ける。以上のようにして、H鋼1の上7ラ
ンジ10の上面に、受金具ai切シ抜き加工しながら固
定し、もしくけ受金具aおよび渡板bi固定してから、
その受金具aもしくは受金具aおよび渡板すに取付金具
Cを溶接やボルト、ナツトなどによシ固定し、その取付
金具Cに折板屋根材や折板壁材などの折板材4を、ボル
ト、ナツトもしくは馳巻などによシ取付け、このように
して折板材建築物を構築するものである。Therefore, the conventional construction method for folded plate buildings is as shown in Figs. 1 to 6. Fix it with bolts, nuts, etc., and cut out the part of the bracket a that corresponds to the connection part of the H steel 1 with a gas burner, or as shown in the figure, connect the H steel 1. First, the bridge plate was fixed between the connecting part of the H steel 1 and the connecting part of the H steel 1, and then the span plate was fixed between the bracket a and the connecting part of the H steel 1.
Avoid joints. In the above manner, the bracket ai is fixed to the upper surface of the upper 7 flange 10 of the H steel 1 while being cut out, and the bracket bracket a and the gangplank bi are fixed, and then
Fix the mounting bracket C to the bracket a or the bracket a and the gangboard by welding, bolts, nuts, etc., and attach the folded plate material 4 such as folded plate roofing material or folded plate wall material to the mounting bracket C with bolts. In this way, folded plate buildings are constructed by attaching the plates to nuts or scrolls.
ところが、従来の折板材建築物の施工方法は、H鋼1の
連結部における連結板20やボルト、ナツト乙の突出物
を避けるため、受金具akH鋼1に固定し、その受金具
aOH鋼1の連結部に当る部分を切シ抜いたシ、または
H鋼1に受金具aや渡板すを固定したシしている。従っ
て、受金具aや渡板すの固定作業や受金具aの切シ抜き
作業などを必要とし、作業工程数が多く施工能率が悪く
、しかも受金具aや渡板すなどの余分な資材を必要とし
省資源に役立たないと言った問題がある。However, in the conventional construction method for folded plate buildings, in order to avoid protrusions of the connecting plate 20, bolts, and nuts B at the connection part of the H steel 1, the H steel 1 is fixed to the receiving metal fitting AKH steel 1, and the receiving metal fitting AOH steel 1 is The part that corresponds to the connecting part is cut out, or the bracket a and the spanning plate are fixed to the H steel 1. Therefore, it is necessary to fix the bracket a and the spanboard and cut out the bracket a, which requires a large number of work steps and poor construction efficiency. There is a problem in that it is necessary and is not useful for resource conservation.
そこで、第4図に示すように、主梁としてのH鋼1の構
築方向に対して直交する副梁としてのH鋼1′を若干上
げて構築し、その副梁としてのH鋼1′の上面に取付金
具を固定して主梁としてのH鋼1の連結部を避ける施工
方法が提案されている。Therefore, as shown in Fig. 4, the H steel 1' as a secondary beam is slightly raised and is perpendicular to the construction direction of the H steel 1 as the main beam. A construction method has been proposed in which a mounting bracket is fixed on the top surface to avoid the connection of the H steel 1 as the main beam.
しかしながら、この施工方法は、主梁としてのH鋼1と
直交する副梁としてのH鋼1′ヲ若干上げて構築したの
で、強度的に弱少化される。すなわち、H鋼1は上下フ
ランジ10.11の上下にかかる力(垂直にかかる力)
に対しては強いが、上下7ランジ10.11の左右にか
かる力(水平にかかる力)に対しては弱い。このために
、主梁としてのH鋼1に対して副梁としてのH鋼1′ヲ
若干上げて構築した場合、その主梁としてのH鋼1およ
び副梁としてのH鋼1′に対して水平な力がかかるため
、強度が劣化され、耐振構造の折板材建築物としては好
ましくない。However, in this construction method, the H steel 1' as the main beam and the H steel 1' as the secondary beam which are orthogonal to the main beam are slightly raised, so the strength is weakened. In other words, the H steel 1 has a force applied vertically to the upper and lower flanges 10.11 (a force applied perpendicularly).
However, it is weak against the force applied to the left and right sides of the vertical 7 lunges 10.11 (force applied horizontally). For this reason, if the H steel 1' as the secondary beam is slightly raised relative to the H steel 1 as the main beam, then the H steel 1 as the main beam and the H steel 1' as the secondary beam are Since horizontal force is applied, the strength deteriorates, making it undesirable for use as a folded plate building with a vibration-resistant structure.
本発明は、上述の諸問題を解決した折板材建築物の施工
方法およびその施工方法に用いるのに適した取付金具を
提供せんとするものである。The present invention aims to provide a construction method for a folded plate building that solves the above-mentioned problems, and a mounting fitting suitable for use in the construction method.
第1の本発明は、H鋼の折板材の取付面に2枚の連結板
をH鋼の長手方向に間隙をあけて固定し、そのH鋼の折
板材取付面および2枚の連結板の間のH鋼の取付面に取
付金具を直接固定し、その取付金具に桁材部材を取付け
るようにしたことを特徴とする特
また、第2の本発明は、H鋼の折板材取付面に固定する
固定部と、折板材を取付ける取付部とを備え、固定部t
H鋼鋼板板材取付面固定し、取付部に折板材を取付けた
際に折板材がH鋼の連結部5に当らない程度の高さを有
することを特徴とする。A first aspect of the present invention is to fix two connecting plates to the mounting surface of a folded plate material of H steel with a gap in the longitudinal direction of the H steel, and to connect the folded plate material mounting surface of the H steel and the two connecting plates. A second aspect of the present invention is characterized in that a mounting bracket is directly fixed to the mounting surface of the H steel, and a girder member is attached to the mounting bracket. It includes a fixing part and a mounting part for attaching the folded plate material, and the fixing part t
The mounting surface of the H steel plate is fixed, and the height is such that when the folded plate is attached to the mounting part, the folded plate does not hit the connecting part 5 of the H steel.
以下、本発明の折板材建築物の施工方法の一施工例、お
よびその折板材建築物の施工方法に使用される取付金具
の実施例の内の6例を第5図乃至第21図を参照して説
明する。Hereinafter, an example of the method for constructing a folded plate building according to the present invention and six examples of mounting brackets used in the method for constructing a folded plate building according to the present invention will be described with reference to FIGS. 5 to 21. and explain.
第5図乃至第9図は本発明の取付金具の第1の実施例を
示し、第5図は正面図、第6図は本発明の取付金具を使
用した折板材建築物の施工方法を示した概略図、第7図
および第8図は第6図における■−■線矢視図および■
矢視図、第9図は施工状態の一部断面図でおる。5 to 9 show a first embodiment of the mounting bracket of the present invention, FIG. 5 is a front view, and FIG. 6 shows a method of constructing a folded plate building using the mounting bracket of the present invention. The schematic diagrams, Figures 7 and 8 are the ■-■ line arrow view and ■ in Figure 6.
The arrow view and FIG. 9 are partial cross-sectional views of the construction state.
この実施例における本発明の取付金具5は、所謂3山構
造であって、取付部としての若干の水平中を有する天板
部50と、その天板部500両側から斜め下方にそれぞ
れ延設した側板部51と、その側板部51の先を垂下し
て設けた垂直板部52と、その垂直板部52よシ水平に
折曲して設けた固定部としての底板部56とからなる。The mounting bracket 5 of the present invention in this embodiment has a so-called three-mounted structure, including a top plate portion 50 having a slight horizontal center as a mounting portion, and a top plate portion 500 extending obliquely downward from both sides of the top plate portion 500. It consists of a side plate part 51, a vertical plate part 52 provided by hanging the end of the side plate part 51, and a bottom plate part 56 as a fixing part provided by horizontally bending the vertical plate part 52.
前記取付部の天板部50と固定部の底板部56との間の
高さを、底板部56全H鋼1に固定し、かつ天板部50
に折板材4全取付5けた際に折板材4がH鋼1の連結部
の連結板やポルト3に尚らない程度とする。すなわち、
本発明の取付金具5の高さは第1図乃至第6図に示す従
来の取付金具Cの高さに受金具aの高さを足した高さで
あって、従来の取付金具Cの底板部より垂下板部52ヲ
受金具aの高さ分乗下したものである。The height between the top plate part 50 of the mounting part and the bottom plate part 56 of the fixing part is fixed to the whole H steel 1 of the bottom plate part 56, and the top plate part 50
When the folded plate material 4 is fully installed, the folded plate material 4 should not become a connecting plate or port 3 of the connecting part of the H steel 1. That is,
The height of the mounting bracket 5 of the present invention is the height of the conventional mounting bracket C shown in FIGS. 1 to 6 plus the height of the receiving bracket a, and The hanging plate part 52 is lowered by the height of the receiving metal fitting a.
図中、26は短冊形状の第4連結板であって、その巾が
H鋼1の上フランジ10の巾から取付金具5の巾全差し
引いた差の2分の1よシ若干小さい巾をなすものである
。In the figure, 26 is a rectangular fourth connecting plate, the width of which is slightly smaller than half of the difference obtained by subtracting the entire width of the mounting bracket 5 from the width of the upper flange 10 of the H steel 1. It is something.
次に、上述の本発明の第1の実施例の取付金具5を用い
た本発明の折板材建築物の施工方法の一施工例について
説明する。Next, a construction example of a method for constructing a folded plate building of the present invention using the mounting bracket 5 of the first embodiment of the present invention described above will be described.
まず、2本のH鋼1,1の端に連結板20,21゜22
、23 eボルトナツト3により固定し、その2本の
H鋼1,1全連結して母屋や骨組を構築する。First, connect the connecting plates 20, 21° 22 at the ends of the two H steels 1, 1.
, 23 e-bolt nuts 3, and the two H steels 1, 1 are fully connected to construct a purlin or frame.
すなわち、H鋼1の上7ランジ10の上面においては、
前記第4連結板26を2枚H鋼1の長手方向に間隔全お
いて固定し、H鋼1の下7ランジ11の下面においては
第1連結板20金固定し、H鋼1の上7ランジ10の下
面および下7ランジ11の上面においては第2連結板2
1を固定し、H鋼1の垂直板部12においては第3連結
板22ヲそれぞれ固定する。That is, on the upper surface of the upper seven flange 10 of the H steel 1,
The two fourth connecting plates 26 are fixed at full intervals in the longitudinal direction of the H steel 1, and the first connecting plate 20 gold is fixed on the lower surface of the lower 7 flange 11 of the H steel 1. The second connecting plate 2
1 is fixed, and in the vertical plate portion 12 of the H steel 1, the third connecting plates 22 are respectively fixed.
次に、本発明の取付金具5の固定部としての底板部53
’k、H鋼1の上7ランジ10の上面および2枚の第4
連結板23.23の間に溶接又はボルトナツトなどによ
り固定する。Next, the bottom plate part 53 as a fixing part of the mounting bracket 5 of the present invention
'k, the upper surface of the upper 7 flange 10 of the H steel 1 and the 4th
It is fixed between the connecting plates 23 and 23 by welding or bolts and nuts.
次いで、前記取付金具5の天板部50および側板部51
に折板材4を載置し、その折板材4を図示の如く巻ハゼ
や吊シ子、ボルトやナツト、又は溶接などによシ取付金
具5に取付ける。以下、上述の操作を繰返すことにより
、屋根を葺上げ、壁を構築することができ、よって折板
材建築物を施工することができる。Next, the top plate part 50 and side plate part 51 of the mounting bracket 5 are attached.
The folded plate material 4 is placed on the plate, and the folded plate material 4 is attached to the mounting bracket 5 by windings, hangers, bolts, nuts, welding, etc. as shown in the figure. Thereafter, by repeating the above-mentioned operations, it is possible to raise the roof and construct the walls, thereby constructing the folded plate building.
このとき、本発明の折板材建築物の施工方法は、H鋼1
に取付金具5を直接固定し、その取付金具5に折板材4
を取付けるものであるから、従来の折板材建築物の施工
方法のように、H鋼1と取付金具Cとの間に介装する受
金具aや渡板すが不要でおる。従って、受金具aや渡板
すを溶接したり、受金具aを切シ抜いたシする作業を省
略することができ、作業能率を向上させることができる
。しかも、受金具aや渡板すなどの部材が不要となるの
で、材料の節約、省資源の役に立つものである。At this time, the construction method of the folded plate building of the present invention is as follows: H steel 1
Fix the mounting bracket 5 directly to the mounting bracket 5, and attach the folded plate material 4 to the mounting bracket 5.
Since it is a type of installation, there is no need for a receiving metal fitting a or a spanning plate to be interposed between the H steel 1 and the mounting metal C, unlike in the conventional construction method of folded plate buildings. Therefore, it is possible to omit the work of welding the receiving metal fitting a and the spanning plate or cutting out the receiving metal fitting a, thereby improving work efficiency. Moreover, since members such as the receiving fitting a and the spanning board are not required, it is useful for saving materials and resources.
さらに、主梁としてのH鋼1に対して副梁としてのH鋼
1′ヲ若干持ち上げて固定する必要がないので、強度が
劣化することなく、所定の強度が得られ、従って耐振構
造の折板材建築物としても十分に耐振機能を果すことが
できる。Furthermore, since there is no need to slightly lift and fix the H steel 1' as the secondary beam relative to the H steel 1 as the main beam, the specified strength can be obtained without deterioration of the strength, and therefore the vibration-resistant structure can be folded. It can also serve as a sufficient anti-vibration function as a board building.
また、この実施例における本発明の取付金具は、取付部
の天板部50から固定部の底板部53までの高さを、固
定部の底板部56’? H鋼1に固定し、かつ取付部の
天板部50に折板材4を取付けた際に、折板材4がH鋼
1の連結部の連結板26やボルトナツト3に当らない程
度の高さとしたので、折板材4全取付金具5に取付けた
際に折板材4がH鋼1の連結部によシ持ち上げられるよ
うなことはない。Further, in the mounting bracket of the present invention in this embodiment, the height from the top plate part 50 of the mounting part to the bottom plate part 53 of the fixed part is set to 56'? When fixed to the H steel 1 and attached the folded plate material 4 to the top plate part 50 of the mounting part, the height was set to such an extent that the folded plate material 4 does not hit the connecting plate 26 or bolt nut 3 of the connecting part of the H steel 1. Therefore, when the folded plate material 4 is completely attached to the mounting bracket 5, the folded plate material 4 will not be lifted up by the connecting portion of the H steel 1.
しかも、この取付金具5は、垂直板部52よシ水平に折
曲して固定部としての底板部53ヲ形成したので、その
底板部56のH鋼1への固定面積が広く、従ってH鋼1
への固定が容易である。さらに、取付金具5は側板部5
1の先を垂下させて垂直板部52を形成し、その垂直板
部52の先を水平に折曲して底板部53を形成したもの
で、取付金具5の下部が口形状をなすため、強度も十分
に有する。Moreover, since this mounting bracket 5 is bent horizontally from the vertical plate part 52 to form a bottom plate part 53 as a fixing part, the fixing area of the bottom plate part 56 to the H steel 1 is wide, and therefore, the fixing area for the H steel 1 is wide. 1
Easy to fix. Furthermore, the mounting bracket 5 is attached to the side plate portion 5.
1 is made to hang down to form a vertical plate part 52, and the tip of the vertical plate part 52 is bent horizontally to form a bottom plate part 53. Since the lower part of the mounting bracket 5 forms a mouth shape, It also has sufficient strength.
第10図および第11図は本発明の取付金具の第2の実
施例を示した正面図および施工状態の一部断面図である
。FIG. 10 and FIG. 11 are a front view and a partially sectional view showing a second embodiment of the mounting fitting of the present invention in an installed state.
この実施例における本発明の取付金具6は、所謂3山構
造であって、取付部としての若干の水平中を有する天板
部60と、その天板部60の両側から斜め下方にそれぞ
れ延設した側板部61と、その側板部61と他の側板部
61との付根に当る固定部63とからなる。この実施例
の取付金具6は、側板部61を、固定部63をH鋼1に
固定し、かつ取付部の天板部60に折板材4を取付けた
際に折板材4がHmlの連結部に当らない程度の長さ、
斜下方に延設したものであるから、上述の第1の実施例
の取付金具5と同様の作用効果が得られ、しかも加工が
容易である。The mounting bracket 6 of the present invention in this embodiment has a so-called three-pronged structure, including a top plate portion 60 with a slight horizontal center as a mounting portion, and a top plate portion 60 that extends obliquely downward from both sides of the top plate portion 60. It consists of a side plate part 61 and a fixing part 63 that corresponds to the root of the side plate part 61 and another side plate part 61. In the mounting bracket 6 of this embodiment, the side plate part 61 and the fixed part 63 are fixed to the H steel 1, and when the folded plate material 4 is attached to the top plate part 60 of the mounting part, the folded plate material 4 is connected to the Hml connecting part. The length is such that it does not touch the
Since it extends diagonally downward, the same effect as the mounting bracket 5 of the first embodiment described above can be obtained, and it is easy to process.
第12図乃至第15図は本発明の取付金具の第3の実施
例を示し、第12図は正面図、第16図は側面図、第1
4図は本発明の取付金具を使用した折板材建築物の概略
図、第15図は第14図の■矢視図である。12 to 15 show a third embodiment of the mounting bracket of the present invention, FIG. 12 is a front view, FIG. 16 is a side view, and FIG.
FIG. 4 is a schematic diagram of a folded plate building using the mounting bracket of the present invention, and FIG. 15 is a view taken in the direction of the ■ arrow in FIG. 14.
この実施例における本発明の取付金具7は、上下7ラン
ジ10”、 11“の巾が狭いH鋼1″に使用する取付
金具でおって、その構造は上述の第1の取付金具5と同
様に、取付部としての天板部70と、側板部71と、垂
直板部72と、固定部としての底板部73とからなシ、
前記垂直板部72および底板部76の巾を、中挟のH鋼
1“の上フランジ10”の・上面に固定した2枚の第4
連結板26.23間の巾よシ若干小さくしたものである
。The mounting bracket 7 of the present invention in this embodiment is a mounting bracket used for the H steel 1'' having the narrow width of the upper and lower 7 langes 10'' and 11'', and its structure is the same as that of the first mounting bracket 5 described above. A top plate part 70 as a mounting part, a side plate part 71, a vertical plate part 72, and a bottom plate part 73 as a fixing part,
The width of the vertical plate part 72 and the bottom plate part 76 are fixed to the upper surface of the H steel 1 "upper flange 10" of the intermediate plate.
The width between the connecting plates 26 and 23 is slightly smaller.
この実施例の取付金具7は、上述の第1の実施例の取付
金具5と同様の作用効果を奏し、しかも中挟のH鋼1“
の使用に適している。すなわち、この実施例の取付金具
7は、垂直板部72および底板部73の巾を狭くしたの
で、その底板部73全巾狭のH鋼1“の上7ランジ10
“の上面に固定した2枚の第4連結板23.23の間に
固定しても、取付金具75の側板部71が第4連結板2
3やボルトナツト3などに当シ、取付金具7が変形して
折板材4を取付けられないと言った虞れはない。The mounting bracket 7 of this embodiment has the same effect as the mounting bracket 5 of the first embodiment described above, and also has the H steel 1"
suitable for use. That is, in the mounting bracket 7 of this embodiment, since the widths of the vertical plate part 72 and the bottom plate part 73 are narrowed, the entire width of the bottom plate part 73 is narrower than the upper 7 langes 10 of the H steel 1''.
"Even if it is fixed between the two fourth connecting plates 23 and 23 fixed on the top surface, the side plate part 71 of the mounting bracket 75
There is no possibility that the mounting bracket 7 will be deformed and the folded plate material 4 will not be able to be attached to the bolt/nut 3 or the like.
第16図は本発明の取付金具の第4の実施例を示した正
面図である。FIG. 16 is a front view showing a fourth embodiment of the mounting fitting of the present invention.
この実施例の取付金具7′は上述の第3の取付金具7の
中挟の垂直板部72および底板部73の内側性面側)に
、その巾と同等の巾の1形状をなす補強板74を溶接な
どによシ固定したものである。この結果、垂直板部72
および底板部73ヲ巾狭にしたとしても強度的に弱くな
る虞れがない。The mounting bracket 7' of this embodiment is provided with a reinforcing plate having a shape equivalent to the width of the vertical plate part 72 and the bottom plate part 73 of the third mounting bracket 7 (on the inside surface side). 74 is fixed by welding or the like. As a result, the vertical plate portion 72
Even if the width of the bottom plate portion 73 is made narrower, there is no risk of weakening the strength.
第17図乃至第19図は本発明の取付金具の第5の実施
例全示し、第17図は正面図、第18図は側面図、第1
9図は固定部の斜視図である。17 to 19 show all the fifth embodiment of the mounting bracket of the present invention, FIG. 17 is a front view, FIG. 18 is a side view, and FIG.
FIG. 9 is a perspective view of the fixing part.
この実施例における本発明の取付金具8は、上述の第6
の実施例の取付金具7と同様に、上下フランジ10“、
11“の巾が狭いH鋼1“に使用する取付金具であって
、その構造は上述の第2の取付金具6と同様に、取付部
としての天板部80と、側板部81と、固定部83とか
らなシ、前記側板部81の下部の巾を狭くシ、その中挟
にした側板部81の上面に補強板84ヲ固定したもので
あって、上述の取付金具と同様の作用効果を奏し得る。The mounting bracket 8 of the present invention in this embodiment is the above-mentioned sixth
Similar to the mounting bracket 7 of the embodiment, the upper and lower flanges 10'',
This is a mounting bracket used for H steel 1" which has a narrow width of 11", and its structure is similar to the above-mentioned second mounting bracket 6, with a top plate part 80 as a mounting part, a side plate part 81, and a fixing part. The width of the lower part of the side plate part 81 is made narrower than the part 83, and a reinforcing plate 84 is fixed to the upper surface of the side plate part 81 sandwiched therebetween, and has the same effect as the above-mentioned mounting bracket. can be played.
第20図および第21図は本発明の取付金具の第6の実
施例を示した平面図および固定部の斜視図である。FIGS. 20 and 21 are a plan view and a perspective view of a fixing part showing a sixth embodiment of the mounting fitting of the present invention.
この実施例の取付金具8′は、上述の第5の取付金具8
において、側板部81の巾広部から巾狭部にかけて角取
シしたものであって、デザイン的に優れ、角がなく取扱
い易い効果がある。The mounting bracket 8' of this embodiment is the fifth mounting bracket 8 described above.
In this case, the side plate portion 81 has corners cut from the wide portion to the narrow portion, which has an excellent design and has the advantage of being easy to handle since there are no corners.
以上の実施例からも明らかなように、本発明の折板材建
築物の施工方法は、H鋼の連結部における2枚の連結板
の間およびH鋼の取付面に取付金具を直接固定し、その
取付金具に折板材を取付けるようにしたものであるから
、H鋼に受金具や渡板全固定し、その受金具や渡板に取
付金具を固定し、その取付金具に折板材を取付ける従来
の折板材建築物の施工方法と比較して、受金具や渡板全
固定したシ、または受金具に切シ抜きを設けたシする作
業が不要であシ、従って施工能率が向上される。しかも
受金具や渡板が不要であるから、材料の節約となシ、省
資源の観点からも好ましい。As is clear from the above examples, the method for constructing a folded plate building of the present invention is to directly fix the mounting bracket between two connecting plates at the connecting part of the H steel and to the mounting surface of the H steel, and Since the folded plate material is attached to the metal fittings, the conventional folding method is to completely fix the bracket and the span plate to the H steel, fix the mounting bracket to the bracket or the span plate, and then attach the folded plate material to the mounting bracket. Compared to the construction method for board buildings, there is no need to completely fix the metal fittings and gangplank, or to cut out the metal fittings, thereby improving construction efficiency. Furthermore, since there is no need for a metal holder or a spanning board, it is preferable from the viewpoint of saving materials and resources.
また、主梁としてのH鋼に対して副梁としてのH鋼を若
干持ち上けて母屋や骨組tm築して、H鋼の連結部の突
出物を逃がれる必要がないので、強度的に問題はなく、
従って耐振両速としての折板材建築物全施工することが
できる。In addition, since there is no need to build a purlin or frame by slightly lifting the H steel as a secondary beam relative to the H steel as the main beam, it is not necessary for the protrusion of the H steel connection to escape, so the strength is improved. There is no problem with
Therefore, all buildings made of folded plates can be constructed as vibration-resistant dual-speed structures.
また、本発明の折板材建築物の施工方法に使用する取付
金具は、固定部と取付部とからなシ、シかも固定部’k
H鋼に固定し、かつ取付部に折板材を取付けた際に折板
材がH鋼の連結部に当らない程度の高さを有するもので
あるから、固定部eH鋼に固定し、取付部に折板材を取
付けて折板材建築物を構築した際に、折板材がH鋼の連
結部に当って持ち上げられると言った虞れはない。In addition, the mounting bracket used in the construction method of the folded plate building of the present invention has a fixed part and a mounting part.
It is fixed to the H steel and has a height that does not allow the folded plate material to hit the connecting part of the H steel when the folded plate material is attached to the mounting part. When a folded plate building is constructed by attaching folded plate materials, there is no risk that the folded plate materials will hit the joints of the H steel and be lifted up.
なお、当然のことながら、本発明の折板材建築物の施工
方法およびそれに使用する取付金具は、上述の実施例に
のみ限定されるものではない。Note that, as a matter of course, the method for constructing a folded plate building according to the present invention and the mounting hardware used therein are not limited to the above-mentioned embodiments.
第1図は従来の折板材建築物の施工方法によシ施工した
折板材建築物の概略図、第2図および第6図は第1図に
おける■−■線矢視図およびI−I線矢視図である。第
4図は他の従来の折板材建築物の施工方法により施工し
た折板材建築物の概略図である。第5図乃至第9図は本
発明の取付金具の第1の実施例全示し、第5図は正面図
、第6図は本発明の取付金具を使用した折板材建築物の
施工方法を示した概略図、第7図および第8図は第6図
における■−■線矢視図および■矢視図、第9図は施工
状態の一部断面図である。第10図および第11図は本
発明の取付金具の第2の実施例を示した正面図および施
工状態の一部断面図である。
第12図乃至第15図は本発明の取付金具の第6の実施
例を示し、第12図は正面図、第13図は側面図、第1
4図は本発明の取付金具を使用した折板材建築物の概略
図、第15図は第14図のW矢視図である。
第16図は本発明の取付金具の第4の実施例を示した正
面図である。第17図乃第19図は本発明の取付金具の
第5の実施例を示し、第17囚は正面図、第18図は側
面図、第19図は固定部の斜視図である。
第20図および第21図は本発明の取付金具の第6の実
施例を示した平面図および固定部の斜視図である。
1.1“・ H鋼、10,10“・・・上7ランジ、1
1.11“・・・下フランジ、12.12“・・・垂直
板部、20 、21.22 。
23・・・連結板、6・・・ボルトナツト、4・・・折
板材、5゜6、7.7’、 8.8’・・・取付金具、
50’、 60 、70 、80・・・天板部、51
、61 、71 、81・・・側板部、52.72・・
・垂直板部、53.73・・・底板部、63,83・・
・固定部、74.84・・・補強板。
特許出願人 株式会社那須板金工業Figure 1 is a schematic diagram of a folded plate building constructed using the conventional construction method for folded plate buildings, and Figures 2 and 6 are views taken along the ■-■ line in Figure 1 and the I-I line. It is an arrow view. FIG. 4 is a schematic diagram of a folded plate building constructed by another conventional folded plate building construction method. Figures 5 to 9 show the entire first embodiment of the mounting bracket of the present invention, Figure 5 is a front view, and Figure 6 shows a method of constructing a folded plate building using the mounting bracket of the present invention. FIGS. 7 and 8 are schematic diagrams taken along the line ■-■ and a view taken along the ■ arrow in FIG. 6, and FIG. 9 is a partial cross-sectional view of the construction state. FIG. 10 and FIG. 11 are a front view and a partially sectional view showing a second embodiment of the mounting fitting of the present invention in an installed state. 12 to 15 show a sixth embodiment of the mounting bracket of the present invention, FIG. 12 is a front view, FIG. 13 is a side view, and FIG.
FIG. 4 is a schematic diagram of a folded plate building using the mounting fitting of the present invention, and FIG. 15 is a view taken along the W arrow in FIG. 14. FIG. 16 is a front view showing a fourth embodiment of the mounting fitting of the present invention. FIGS. 17 to 19 show a fifth embodiment of the mounting fitting of the present invention, in which FIG. 17 is a front view, FIG. 18 is a side view, and FIG. 19 is a perspective view of the fixing part. FIGS. 20 and 21 are a plan view and a perspective view of a fixing part showing a sixth embodiment of the mounting fitting of the present invention. 1.1"・H steel, 10,10"...Upper 7 langes, 1
1.11"...Lower flange, 12.12"...Vertical plate portion, 20, 21.22. 23... Connecting plate, 6... Bolt nut, 4... Folded plate material, 5゜6, 7.7', 8.8'... Mounting bracket,
50', 60, 70, 80...Top plate part, 51
, 61 , 71 , 81... side plate part, 52.72...
・Vertical plate part, 53.73...Bottom plate part, 63,83...
・Fixed part, 74.84... Reinforcement plate. Patent applicant: Nasu Sheet Metal Industry Co., Ltd.
Claims (2)
を連結し、このH鋼に取付金具を固定し、その取付金具
に折板材を取付けるようにした折板材建築物の施工方法
において、前記連結板の内、H鋼の折板材を取付ける側
の面の連結板は、2枚の連結板をH鋼の長手方向に間隙
をあけて固定してなシ、このH鋼の連結部における2枚
の連結板の間およびH鋼の取付面に取付金具を直接固定
し、その取付金具に折板材を取付けるようにしたことを
特徴とする折板材建築物の施工方法。1. A folded plate construction in which a connecting plate is fixed to the ends of two H steels to connect the two H steels, a mounting bracket is fixed to the H steels, and a folded plate material is attached to the mounting bracket. In the construction method of the product, among the connecting plates, the connecting plate on the side where the folded plate material of H steel is attached is fixed by fixing two connecting plates with a gap in the longitudinal direction of the H steel. A method for constructing a building made of folded plate material, characterized in that a mounting bracket is directly fixed between two connecting plates in a connecting part of H steel and to a mounting surface of the H steel, and a folded plate material is attached to the mounting bracket.
折板材を取付ける側の面には2枚の連結板をH鋼の長手
方向に間隙ヲアけて固定し、この2本のH鋼全連結し、
このH鋼の連結部における2枚の連結板の間およびH鋼
の取付面に取付金具全直接固定し、その取付金具に折板
材を取付けるようにした折板材建築物の施工方法におい
て、前記取付金具は、H鋼の連結部における2枚の連結
板の間およびH鋼の取付面に固定する固定部と、折板材
を取付ける取付部とを備え、前記固定部ヲH鋼に直接固
定し、かつ前記取付部に折板材全取付けた際に、折板材
がH鋼の連結部に当らない程度の高さを有することを特
徴とする折板材建築物の施工方法用の取付金具。 5、 固定部の巾を、H鋼の連結部における2枚の連結
板の間隙よシ小さくしたことを特徴とする特許請求の範
囲第2項記載の折板材建築物の施工方法用の取付金具。 4、 固定部に補強板を固定したことを特徴とする特許
請求の範囲第6項記載の折板材建築物の施工方法用の取
付金具。2. Fix the connecting plates to the ends of the two H steels, and fix the two connecting plates to the side of the H steels on which the folded plate material is to be installed, leaving a gap in the longitudinal direction of the H steels. All H steels are connected,
In this construction method for a folded plate building in which the mounting brackets are all directly fixed to the mounting surface of the H steel and between the two connecting plates at the connection part of the H steel, and the folded plate material is attached to the mounting brackets, the mounting brackets are , a fixing part that is fixed to the mounting surface of the H steel and between two connecting plates in the coupling part of the H steel, and a mounting part to which a folded plate material is attached, and the fixing part is directly fixed to the H steel, and the mounting part A mounting bracket for a construction method for a folded plate building, characterized in that the height is such that the folded plate does not hit the connecting part of the H steel when all the folded plates are installed. 5. A mounting bracket for the method of constructing a folded plate building according to claim 2, characterized in that the width of the fixing part is smaller than the gap between the two connecting plates in the connecting part of the H steel. . 4. A mounting bracket for a construction method for a folded plate building according to claim 6, characterized in that a reinforcing plate is fixed to the fixing part.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20374182A JPS5996344A (en) | 1982-11-22 | 1982-11-22 | Construction of folded panel building and attachment metal fittings used threin |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20374182A JPS5996344A (en) | 1982-11-22 | 1982-11-22 | Construction of folded panel building and attachment metal fittings used threin |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS5996344A true JPS5996344A (en) | 1984-06-02 |
Family
ID=16479079
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP20374182A Pending JPS5996344A (en) | 1982-11-22 | 1982-11-22 | Construction of folded panel building and attachment metal fittings used threin |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5996344A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0371017U (en) * | 1989-11-15 | 1991-07-17 | ||
JP2014145183A (en) * | 2013-01-29 | 2014-08-14 | Naito House:Kk | Tight frame and roof structure |
-
1982
- 1982-11-22 JP JP20374182A patent/JPS5996344A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0371017U (en) * | 1989-11-15 | 1991-07-17 | ||
JP2014145183A (en) * | 2013-01-29 | 2014-08-14 | Naito House:Kk | Tight frame and roof structure |
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