JPH11117439A - Fixing structure and fixing method for building material made of box-shape steel - Google Patents

Fixing structure and fixing method for building material made of box-shape steel

Info

Publication number
JPH11117439A
JPH11117439A JP29183597A JP29183597A JPH11117439A JP H11117439 A JPH11117439 A JP H11117439A JP 29183597 A JP29183597 A JP 29183597A JP 29183597 A JP29183597 A JP 29183597A JP H11117439 A JPH11117439 A JP H11117439A
Authority
JP
Japan
Prior art keywords
box
shaped steel
building material
mounting bracket
mounting
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.)
Withdrawn
Application number
JP29183597A
Other languages
Japanese (ja)
Inventor
Koji Sugita
浩司 杉田
Yoshimitsu Murahashi
喜満 村橋
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.)
KINOSHITA KOMUTEN KK
SHINSHOWA CORP
Nippon Steel Corp
Mitsui Home Co Ltd
Original Assignee
KINOSHITA KOMUTEN KK
SHINSHOWA CORP
Nippon Steel Corp
Mitsui Home Co Ltd
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 KINOSHITA KOMUTEN KK, SHINSHOWA CORP, Nippon Steel Corp, Mitsui Home Co Ltd filed Critical KINOSHITA KOMUTEN KK
Priority to JP29183597A priority Critical patent/JPH11117439A/en
Publication of JPH11117439A publication Critical patent/JPH11117439A/en
Withdrawn legal-status Critical Current

Links

Landscapes

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

Abstract

PROBLEM TO BE SOLVED: To provide joining structure of a building material made of box-shape steel by extensively improving conventional technology in a designing performance, workability and cost. SOLUTION: This fixing structure is constituted of a box shape steel-made ceiling common joist 10 having specified length, engagement projected parts 15a, 16a on which both end parts of this box shape steel-made ceiling common joist 10 fit and a pair of installation brackets 15, 16 having these engagement projected parts 15a, 16a. In this case, the both end parts of the box shape steel- made ceiling common joist 10 are fitted on the outside of the engagement projected parts 15a, 16a of the installation brackets 15, 16 installed on an installation surface separated by a constant interval of a building free to move and adjust in the common joist longitudinal direction along the engagement projected parts 15a, 16a.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、例えばボックス形
鋼製根太や、その他の各種ボックス形鋼製建材の固定構
造及び固定方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fixing structure and a fixing method for, for example, a box-shaped steel joist and various other box-shaped steel building materials.

【0002】[0002]

【従来の技術】住宅における1階天井と2階床との間の
構造において、通常は2階の根太に直接1階天井仕上材
を張り上げる施工法を採るが、近年住宅購入ユーザーか
らの振動・遮音に関するクレームが増加しているため、
2階根太と天井根太との縁を切り、1階天井仕上材を貼
る施工法が行なわれるようになっている。
2. Description of the Related Art In a structure between a first-floor ceiling and a second-floor floor in a house, a construction method is usually employed in which a first-floor ceiling finishing material is directly stretched on a joist on the second floor. Due to an increase in noise insulation complaints,
The construction method of cutting the edge between the second floor joist and the ceiling joist and pasting the ceiling finishing material on the first floor is performed.

【0003】例えば、図7と図8に示される例では1階
1の相対する壁上枠材2の上に側根太3が設けられ、側
根太3の間に一定の間隔をあけて複数本設けられた木材
の天井根太4の両端部が架設されており、この天井根太
4に天井下地材5が取付けられている。一方、側根太3
の上部で2階の壁下枠材(図示せず)に2階の床根太6
が一定の間隔をあけて複数本設けられ、天井根太4との
間に上方から挿入配置され、かつ床根太6に構造用合板
からなる2階の床7が取付けられている。
For example, in the examples shown in FIGS. 7 and 8, side joists 3 are provided on opposing wall frame members 2 on the first floor 1, and a plurality of side joists 3 are provided with a fixed interval between the side joists 3. Both ends of the provided wooden joist 4 are erected, and a ceiling base material 5 is attached to the ceiling joist 4. Meanwhile, lateral joist 3
On the upper part of the floor, the floor joists of the second floor are attached to the lower frame material (not shown) of the second floor.
Are provided at regular intervals, are inserted between the ceiling joists 4 from above, and the floor 7 of the second floor made of structural plywood is attached to the floor joists 6.

【0004】天井根太4の先端と2階の床7との間には
間隙があり、2階の床根太6の先端と1階の天井下地材
5との間にも間隙がある。それ故に、1階天井部と2階
床部とは絶縁され、それに加えて、天井根太4の上端位
置で、かつ2階床根太6の間にロックウール又はグラス
ウール等の絶縁材8が配設されていることにより、1階
と2階の間において、振動と音がより一層有効に遮断さ
れるように工夫されている。
There is a gap between the tip of the ceiling joist 4 and the floor 7 on the second floor, and there is also a gap between the tip of the floor joist 6 on the second floor and the ceiling base material 5 on the first floor. Therefore, the first-floor ceiling portion and the second-floor floor portion are insulated, and in addition, an insulating material 8 such as rock wool or glass wool is provided at the upper end position of the ceiling joist 4 and between the second floor joists 6. By doing so, between the first floor and the second floor, vibration and sound are devised so as to be more effectively cut off.

【0005】従来、吊り天井根太は木材で施工されてい
るが、材質にバラつきが多く、施工後狂いが生じやすい
と共に、コスト高である。そこで、吊り天井根太をスチ
ール化することで品質の安定化を図る試みがなされてお
り、この場合における支持構造は通常図9,図10のよ
うに行なわれる。スチール化した天井根太において、各
図に示すように、断面が矩形で、所定長のボックス形鋼
製天井根太10の両端部は取付け金具11で支持され
る。
Conventionally, a suspended ceiling joist is constructed of wood, but there are many variations in the material, and it is easy for the construction to become confused after the construction, and the cost is high. Attempts have been made to stabilize the quality of the suspended ceiling joists by using steel, and the supporting structure in this case is usually as shown in FIGS. As shown in each figure, both ends of the steel-made ceiling joist 10 having a rectangular section and a box-shaped steel ceiling joist 10 having a predetermined length are supported by mounting brackets 11.

【0006】取付け金具11は所定厚の一枚の金属板を
折曲げ成形することにより、上方と横方向が開いてお
り、底板12と両側板13がほぼコ字形をなす受け部を
有し、この両側板13から一体に取付け翼板14を有し
た構成である。
The mounting bracket 11 is formed by bending a single metal plate having a predetermined thickness to open upward and laterally. The bottom plate 12 and both side plates 13 have a substantially U-shaped receiving portion. The wing plate 14 is integrally provided from the both side plates 13.

【0007】前記取付け金具11は、その取付け翼板1
4を1階の壁上枠材2の上に当てがいボルト,ナットを
用いて側根太3に固定したうえ、ボックス形鋼製天井根
太10の両端部をコ字形をなす底板12と両側板13の
受け部の内側で保持させた、いわゆる腰掛け式支持構造
である。
[0007] The mounting bracket 11 has a mounting wing plate 1.
4 is fixed to the lateral joist 3 using bolts and nuts on the wall frame member 2 on the first floor, and both ends of the box-shaped steel ceiling joist 10 are formed into a U-shaped bottom plate 12 and both side plates 13. This is a so-called stool-type support structure held inside the receiving portion.

【0008】[0008]

【発明が解決しようとする課題】前記ボックス形鋼製天
井根太10の取付け金具11による支持構造であると、
次の欠点がある。中空のボックス形鋼製天井根太10
を、取付け金具11のコ字形受け部が外側から支持する
ので、取付け金具11とボックス形鋼製天井根太10と
の密着が十分でなく、この鋼製天井根太10は下方から
の力で浮き上るおそれがある。このため、鋼製天井根
太10と取付け金具11との間をボルトで締結するなど
ずれ防止手段が必要となる。図9のA部は鋼製天井根
太10と取付け金具11との二重構造となって、段差が
発生し、仕上げ上問題がある。さらに、この二重構造部
分では、ねじ等のファスニング施工が困難になる。
When the box-shaped steel ceiling joist 10 is supported by mounting brackets 11,
It has the following disadvantages. Hollow box-shaped steel ceiling joist 10
Is supported from the outside by the U-shaped receiving portion of the mounting bracket 11, so that the mounting bracket 11 and the box-shaped steel ceiling joist 10 are not sufficiently adhered to each other, and the steel ceiling joist 10 floats by a force from below. There is a risk. For this reason, slip prevention means such as fastening between the steel ceiling joist 10 and the mounting bracket 11 by bolts are required. The portion A in FIG. 9 has a double structure of the steel ceiling joist 10 and the mounting bracket 11, causing a level difference and a problem in finishing. Furthermore, in this double-structure part, it becomes difficult to perform fastening work such as screws.

【0009】本発明は前記の課題を解決したもので、前
記ボックス形鋼製根太や、その他各種のボックス形鋼製
建材において、その断面が中空である特徴を最大限有効
利用し、従来型の腰掛け式支持構造に代えて、建材への
いわゆる呑み込み型の固定構造と、固定方法を提供する
ことを目的とする。
The present invention has been made to solve the above-mentioned problems. In the above-mentioned box-shaped steel joists and other various box-shaped steel building materials, the feature that the cross section is hollow is utilized as much as possible, and the conventional type is used. It is an object of the present invention to provide a so-called swallow-type fixing structure to a building material and a fixing method, instead of the stool type support structure.

【0010】[0010]

【課題を解決するための手段】前記の課題を解決するた
め、本発明に係るボックス形鋼製建材の固定構造は、所
定の長さ寸法を有したボックス形鋼製建材と、このボッ
クス形鋼製建材の両端部が嵌合する係合突出部を有する
一対の取付け金具とからなり、前記ボックス形鋼製建材
の両端部は、建物の間隔を隔てて相対する取付け面に取
付けられた前記取付け金具の係合突出部の外側に、当該
係合突部に沿って建材長手方向に移動調整可能に嵌合し
ている構成を特徴とする。また本発明において、前記一
対の取付け金具における一方の係合突出部は、可撓性を
有し、かつ相対する取付け金具の係合突出部とを結ぶ直
線上から偏位して設けられており、この係合突出部は弾
性復元力により前記ボックス形鋼製建材の内側面と圧接
係合している構成を特徴とする。また本発明において、
前記一対の取付け金具の少なくとも一方の係合突出部の
根元部の幅寸法W2 は、先端部の幅寸法W3 より約2m
m以下大きいことを特徴とする。また本発明のボックス
形鋼製建材の固定方法は、建物の間隔を隔てて相対する
取付け面に、それぞれ係合突出部を有する一対の取付け
金具を対向して固定し、ボックス形鋼製建材の他端を、
前記一方の取付け金具の係合突出部の外側に嵌合してそ
の奥部まで差込んだうえ、片方の取付け金具の係合突出
部と前記ボックス形鋼製建材の他端との間に形成される
間隔を利用して、このボックス形鋼製建材を一対の取付
け金具の係合突出部を結ぶ直線上に揃え、その後、この
ボックス形鋼製建材を引戻す方向に若干移動調整して他
方の取付け金具の係合突起の外側に嵌合させることを特
徴とする。また本発明のボックス形鋼製建材の固定方法
は、建物の間隔を隔てて相対する取付け面の一方に、係
合突出部を有する一対の取付け金具の片方を固定し、他
方の取付け金具の係合突起の外側にボックス形鋼製建材
の一端を係合させ、前記ボックス形鋼製建材の他端を、
前記片方の取付け金具の係合突出部の外側に嵌合してそ
の奥部まで差込み、前記他方の取付け金具を、前記相対
する取付け面の他方に固定した後、前記ボックス形鋼製
建材を前記他方の取付け金具方向に若干移動調整するこ
とを特徴とする。
In order to solve the above-mentioned problems, a box-shaped steel building material fixing structure according to the present invention comprises: a box-shaped steel building material having a predetermined length; The box-shaped steel building material comprises a pair of mounting brackets each having an engaging projection to which both ends of the building material are fitted. It is characterized in that it is fitted to the outside of the engagement protrusion of the metal fitting so as to be movable and adjustable in the longitudinal direction of the building material along the engagement protrusion. Further, in the present invention, one of the engagement projections of the pair of attachments has flexibility and is provided so as to be deviated from a straight line connecting the engagement projections of the opposed attachments. The engagement protrusion is characterized by being elastically restored to the inner surface of the box-shaped steel building material by press contact. In the present invention,
Width W 2 of the root portion of at least one of the engagement projecting portions of the pair of mounting brackets is about 2m than the width W 3 of the tip portion
m or less. Further, the method for fixing a box-shaped steel building material of the present invention is a method for fixing a box-shaped steel building material, comprising: The other end
The fitting fitting is fitted to the outside of the engaging protrusion of the one fitting and inserted into the inner part thereof, and is formed between the engaging protrusion of one fitting and the other end of the box-shaped steel building material. Utilizing the space provided, the box-shaped steel building material is aligned on a straight line connecting the engagement protrusions of the pair of mounting brackets, and then the box-shaped steel building material is slightly moved and adjusted in a retracting direction, and The fitting is fitted to the outside of the engaging projection of the mounting bracket. In the method for fixing a box-shaped steel building material according to the present invention, one of a pair of mounting brackets having an engaging projection is fixed to one of the mounting surfaces facing each other with a space between the buildings, and the other mounting bracket is connected to the other mounting bracket. One end of the box-shaped steel building material is engaged with the outside of the joint projection, and the other end of the box-shaped steel building material is
After fitting to the outside of the engagement protrusion of the one mounting bracket and inserting it into the inner part and fixing the other mounting bracket to the other of the opposed mounting surfaces, the box-shaped steel building material is The movement is slightly adjusted in the direction of the other mounting bracket.

【0011】本発明の請求項1〜4によると、ボックス
形鋼製建材を、建物の取付け面に取付けた一対の取付け
金具における係合突出部を結ぶ同一直線に対して傾斜保
持させたうえ、このボックス形鋼製建材の一端部を、一
方の取付け金具の係合突出部に深く差込み、つづいて、
ボックス形鋼製建材を一対の取付け金具の係合突出部を
結ぶ同一直線上に揃うように位置させ、かつボックス形
鋼製建材を差込み方法と逆方向に若干移動して戻すこと
により、ボックス形鋼製建材の両端部を、両取付け金具
の係合突出部に保持させることができる。さらに、本発
明の請求項1〜5の発明によると、ボックス形鋼製建材
はスライド嵌合方式であるので、その長さが若干変わっ
ても前記の係合状態を保持できて、その長さ調整が可能
であり、寸法精度にバラツキがある木材建築における場
合に適用すると施工性が格段に向上する。また、ボック
ス形鋼製建材の内壁面に取付け金具の係合突出部を圧接
させることで、ボックス形鋼製建材の端部を拘束する作
用があり、この拘束作用により非拘束に比べて、ボック
ス形鋼製建材の約10%程度のたわみ抑制が可能であ
る。
According to the first to fourth aspects of the present invention, the box-shaped steel building material is held inclined with respect to the same straight line connecting the engaging projections of the pair of mounting brackets mounted on the mounting surface of the building. Insert one end of this box-shaped steel building material deeply into the engagement projection of one of the mounting brackets,
The box-shaped steel building material is positioned so as to be aligned on the same straight line connecting the engagement protrusions of the pair of mounting brackets, and the box-shaped steel building material is slightly moved back in the opposite direction to the insertion method, so that the box-shaped steel material is returned. Both ends of the steel building material can be held by the engaging projections of both mounting brackets. Further, according to the invention of claims 1 to 5 of the present invention, since the box-shaped steel building material is of a slide fitting type, the engagement state can be maintained even if its length slightly changes, and its length can be maintained. Adjustment is possible, and when applied to a timber building with dimensional accuracy variations, the workability is significantly improved. In addition, by pressing the engaging projection of the mounting bracket against the inner wall surface of the box-shaped steel building material, the end of the box-shaped steel building material is restrained. It is possible to suppress the deflection of about 10% of the building material made of shaped steel.

【0012】[0012]

【発明の実施の形態】以下本発明の実施形態を図1〜図
6を参照して説明する。各図には、本発明に係るボック
ス形鋼製建材の具体例として、ボックス形鋼製天井根太
10の固定構造が示されており、このボックス形鋼製天
井根太10の両端が、一対の取付け金具15,16を介
して建物の側根太3に取付けられる。2は上部枠材であ
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to FIGS. In each of the drawings, as a specific example of the box-shaped steel building material according to the present invention, a fixing structure of the box-shaped steel ceiling joist 10 is shown. It is attached to the lateral joist 3 of the building via the fittings 15 and 16. 2 is an upper frame material.

【0013】ボックス形鋼製天井根太10は所定の長さ
を有し、かつ長手方向と直角の断面が長方形をなしてお
り、内部は中空である。このボックス形鋼製天井根太1
0の両端が支持される一対の取付け金具15,16は、
いずれも所定板厚の金属板を所定形状に切断し、かつ曲
げ加工して構成されるが、それぞれの係合突出部15
a,16aの構造が若干相異している。
The box-shaped steel ceiling joist 10 has a predetermined length, has a rectangular cross section perpendicular to the longitudinal direction, and is hollow inside. This box-shaped steel ceiling joist 1
0, a pair of mounting brackets 15, 16 supported at both ends,
Each is formed by cutting a metal plate having a predetermined thickness into a predetermined shape and bending the metal plate.
The structures a and 16a are slightly different.

【0014】各図において、左側に示す一方の取付け金
具15は、両側板17と先端連結板18とで構成され、
上下方向が開いている、平面ほぼコ字形の係合突出部1
5aを有しており、また、両側板17の基端を外側に向
け直角に曲げ形成して取付け翼板19を有した構成であ
る。この取付け金具15における係合突出部15aの上
下方向の寸法Hは、ボックス形鋼製天井根太10の中空
孔20の上下方向の寸法H1 よりも僅かに小さく設けら
れており、係合突出部15aの幅方向の寸法Wは、鋼製
天井根太10の中空孔20の幅方向の寸法W1 よりも僅
かに小さく設けてある。したがって、取付け金具15の
係合突出部15aの外側に、ボックス形鋼製天井根太1
0の端部を嵌合するとき、鋼製天井根太10の上下左右
の内壁面と4つの隅角部に、係合突出部15aの両端面
と上下縁が適度の圧接力で密接するので、相互間は嵌合
方向にスライドでき、かつ両者間にガタつきが生じな
い。
In each of the drawings, one mounting bracket 15 shown on the left side is composed of both side plates 17 and a front end connecting plate 18.
A substantially U-shaped engagement protrusion 1 which is open in the vertical direction.
5a, and has a mounting wing plate 19 formed by bending the base ends of both side plates 17 outward at right angles. Vertical dimension H of the engaging protrusion 15a in the mounting bracket 15, than the vertical dimension H 1 of the hollow hole 20 of the box shaped steel ceiling joists 10 is provided slightly smaller, the engaging projection The dimension W in the width direction of 15 a is provided slightly smaller than the dimension W 1 in the width direction of the hollow hole 20 of the steel ceiling joist 10. Therefore, the box-shaped steel ceiling joist 1 is provided outside the engagement protrusion 15 a of the mounting bracket 15.
When the 0 end is fitted, the upper and lower inner walls of the steel ceiling joist 10 and the four corners are in close contact with the two end surfaces and the upper and lower edges of the engaging projection 15a with an appropriate pressing force. Sliding between them can be slid in the fitting direction, and rattling does not occur between the two.

【0015】また、この取付け金具15における両側板
17の下端縁の基端側には、L形に切削してL形切欠き
部21が設けてあり、図に示すように取付け翼板19を
ボルト,ナット22により側根太3に取付けるとき、側
根太3を支える壁上枠材2の隅角部2aが、このL形切
欠き部21に嵌るように設けてある。また、係合突出部
15aにおける先端直結板18は平板であり、かつ両側
板17と直角部で連結されているが、先端連結板18は
平板でなくてもよく、また両側板17との間も非直角部
で連結してもよい。
An L-shaped notch 21 is formed in the mounting bracket 15 at the base end of the lower end edge of the both side plates 17 so as to cut into an L-shape. As shown in FIG. When the side joist 3 is attached to the side joist 3 by bolts and nuts 22, a corner 2 a of the upper frame member 2 supporting the side joist 3 is provided so as to fit into the L-shaped notch 21. Further, although the tip direct connection plate 18 in the engaging projection 15a is a flat plate and is connected to the both side plates 17 at a right angle portion, the front end connection plate 18 may not be a flat plate. May also be connected at a non-perpendicular portion.

【0016】次に、右側に示す他方の取付け金具16
は、所定形状に切断した金属平板を曲げ加工することに
より、長寸両側板23と先端山形連結板24とで構成さ
れ、上下方向が開いている平面ほぼ山形の係合突出部1
6aを有しており、さらに長寸両側板23の基端を外側
に向け直角に曲げ形成した取付け翼板25を有した構成
である。この取付け金具16における係合突出部16a
の上下方向の寸法Hは、他方の取付け金具15の係合突
出部15aの上下方向の寸法Hより僅少に設けてあり、
係合突出部16aの幅方向の寸法W1 も他方の係合突出
部15aの幅方向の寸法Wと僅少に設けてある。したが
って、他方の取付け金具15の場合と同様に、この取付
け金具16の係合突出部16aの外側にボックス形鋼製
天井根太10の端部を嵌合するとき、鋼製天井根太10
の上下左右の内壁面と4つの隅角部に、係合突出部15
aの両側面と上下縁が密接するので相互間は嵌合方向に
スライドでき、かつ両者間にガタつきが生じない。
Next, the other mounting bracket 16 shown on the right side
Is formed by bending a flat metal plate cut into a predetermined shape to form long flat plates 23 and a tip-shaped connecting plate 24, and a substantially flat-shaped engaging projection 1 which is open in the vertical direction.
6a, and further includes a mounting wing plate 25 formed by bending the base ends of the long side plates 23 outward at right angles. The engagement protrusion 16a of the mounting bracket 16
The vertical dimension H is slightly smaller than the vertical dimension H of the engaging projection 15a of the other mounting member 15,
Dimension W 1 in the width direction of engaging projection 16a also is provided trivial and widthwise dimension W of the other engaging projected portion 15a. Therefore, as in the case of the other mounting bracket 15, when the end of the box-shaped steel ceiling joist 10 is fitted to the outside of the engaging projection 16a of the mounting bracket 16, the steel ceiling joist 10
At the upper, lower, left and right inner wall surfaces and the four corners, engaging projections 15 are provided.
Since both side surfaces and the upper and lower edges are closely contacted, they can slide in the fitting direction between each other, and there is no play between the two.

【0017】取付け金具16における係合突出部16a
は、金属板の弾性により板厚方向に撓み得るもので、そ
の長寸両側板23の基端と取付け翼板25との屈曲連結
部26を中心に、係合突出部16aの先端側が水平方向
に弾性変位可能に設けられている。しかも、図2に示す
ように、この取付け金具16の成形時において、係合突
出部16aは、当該取付け金具16を側根太3に取付け
たとき、対向する2つの取付け金具15,16を結ぶ直
線Sに対し水平方向に若干傾斜するように変位させて形
成してある。具体的には、両側板23の一方と取付け翼
板25との挾角θが93°、両側板23の他方と取付け
翼板25との挾角θ1 が87°に設けてある。
The engaging projection 16a of the mounting bracket 16
Can be bent in the thickness direction due to the elasticity of the metal plate, and the distal end side of the engaging protrusion 16a is oriented in the horizontal direction around the bent connection portion 26 between the base end of the long side plate 23 and the mounting wing plate 25. Is provided so as to be elastically displaceable. In addition, as shown in FIG. 2, when the mounting bracket 16 is formed, when the mounting bracket 16 is mounted on the lateral joist 3, the engaging projection 16a is formed by a straight line connecting the two mounting brackets 15 and 16 facing each other. S is displaced so as to be slightly inclined in the horizontal direction with respect to S. Specifically, the included angle θ between one of the both side plates 23 and the mounting wing plate 25 is 93 °, and the included angle θ 1 between the other side plate 23 and the mounting wing plate 25 is 87 °.

【0018】さらに、一方の取付け金具16における係
合突出部16aの突出寸法Lと、他方の取付け金具15
における係合突出部15aの突出寸法L1 は、L>L1
の寸法関係に設けてある。これは、後述のとおりボック
ス形鋼製天井根太10の両取付け金具15,16への係
合操作の容易性と、固定後の係合安定性を考慮して突出
寸法を変えたものである。
Further, the protrusion dimension L of the engaging projection 16a on one mounting bracket 16 and the other mounting bracket 15
Projection dimension L 1 of the engaging protrusion 15a of the, L> L 1
The dimensional relationship is provided. As described later, the protrusion size is changed in consideration of the easiness of the operation of engaging the box-shaped steel ceiling joist 10 with the mounting brackets 15 and 16 and the engagement stability after fixing.

【0019】また、この取付け金具16における長尺両
側板23の下端部の基端側は、L形に切削してL形切欠
き部27が設けてあり、図1に示すように取付け翼板2
5をボルト,ナット22により側根太3に取付けると
き、側根太3を支える壁上枠材2の隅角部2aがこのL
形切欠き部27に嵌るように設けてある。また、図2に
示すように長寸両側板23における先端山形連結板24
は、ボックス形鋼製天井根太10の一端部を係合突出部
16aにその軸線に対し平面からみて傾斜した方向から
挿入するときの挿入のし易さのためであり、必ずしも山
形に限らない。また、この先端山形連結板24の上下縁
を先細斜面28としてあるが、これも鋼製天井根太10
の係合突出部16aへの挿入のし易さのためである。
The base end of the lower end of the long side plate 23 of the mounting bracket 16 is cut into an L-shape to provide an L-shaped notch 27. As shown in FIG. 2
5 is attached to the lateral joist 3 with bolts and nuts 22, the corner 2a of the upper frame member 2 supporting the lateral joist 3
It is provided to fit into the notch 27. Further, as shown in FIG.
This is for ease of insertion when one end of the box-shaped steel joist 10 is inserted into the engagement projection 16a from a direction inclined with respect to the axis with respect to the axis thereof, and is not necessarily a mountain shape. Further, the upper and lower edges of the tip angle connecting plate 24 are tapered slopes 28, which are also steel ceiling joists 10.
For easy insertion into the engagement projection 16a.

【0020】前記ボックス形鋼製天井根太10の取付け
金具15,16への取付け手順を説明する。まず、建物
の間隔を隔てて相対する側根太3に一対の取付け金具1
5,16を対向して固定する。このとき、取付け金具1
5,16の切欠き部21,27を、壁上枠材2の隅部2
aに当てがって位置決めすることで、左右の取付け金具
15,16の高さレベルの位置決めが簡単にできる。次
に、ボックス形鋼製天井根太10を、図2に示すように
相対する取付け金具15,16を結ぶ直線Sに対し、平
面からみて若干傾斜位置させたうえ、図2の位置でこの
鋼製天井根太10をその軸線に沿って右方向に少しずつ
傾斜位置を修正しながら移動させ、その先端を一方の取
付け金具16の係合突出部16aの外側に嵌合して、そ
の奥部まで差込み、天井根太先端31を上部枠材3に当
ててとめる(図3(A))。次に、ボックス形鋼製天井
根太10を、一対の取付け金具15,16の各係合突出
部15a,16aを結ぶ直線上に揃うように位置させ
る。また、図3(A)に示すように、ボックス形鋼製天
井根太10の長さ寸法は、この挿入時において天井根太
10の基端29と一方の取付け金具15の係合突出部1
5aの先端との間に若干の間隙30が形成される寸法に
設けておく。
A procedure for attaching the box-shaped steel ceiling joist 10 to the mounting brackets 15 and 16 will be described. First, a pair of mounting brackets 1 are attached to side joists 3 facing each other with a space between buildings.
5 and 16 are fixed facing each other. At this time, the mounting bracket 1
The cutouts 21 and 27 of 5 and 16 are inserted into the corners 2 of the frame material 2 on the wall.
Positioning by abutting on a allows easy positioning of the left and right mounting brackets 15 and 16 at the height level. Next, the box-shaped steel ceiling joist 10 is slightly inclined with respect to a straight line S connecting the opposed mounting brackets 15 and 16 as shown in FIG. The ceiling joist 10 is moved rightward along its axis while correcting the tilt position little by little, and its tip is fitted to the outside of the engagement projection 16a of one of the mounting brackets 16 and inserted to the back. Then, the ceiling joist tip 31 is brought into contact with the upper frame member 3 to stop it (FIG. 3A). Next, the box-shaped steel ceiling joist 10 is positioned so as to be aligned on a straight line connecting the engaging projections 15a, 16a of the pair of mounting brackets 15, 16. As shown in FIG. 3A, the length of the box-shaped steel ceiling joist 10 is determined by the length of the base protrusion 29 of the ceiling joist 10 and the engagement protrusion 1 of the one mounting bracket 15 at the time of insertion.
It is provided in such a size that a slight gap 30 is formed between it and the tip of 5a.

【0021】次に、図3(A)の位置から図3(B)に
示すように、ボックス形鋼製天井根太10を差込み方向
と逆方向に若干移動して戻すことにより、この鋼製天井
根太10の両端部を両取付け金具15,16の各係合突
出部15a,16aに同時に係合させる。またボックス
形鋼製天井根太10を図2の傾斜位置から、図3の3部
材を結ぶ直線位置に戻すとき、一方の取付け金具16の
偏位形成された係合突出部16aはその弾性により強制
的に形成時と異なる方向に曲げられて、鋼製天井根太1
0の中空孔20内に挿入されるので、係合突出部16a
はその弾性復元力(スプリングバック)で鋼製天井根太
10の中空孔20内で一側内壁に圧接し、それによりボ
ックス形鋼製天井根太10は安定的に係合保持され、み
だりに長手方向に移動しない。なお、前述のように係合
突出部16aを偏位形成するのは前記両部材の密着性を
向上させるためで、必ずしもこのように偏位形成してお
かなくても、各係合突出部15a,16aの両側面と上
下端縁がボックス形鋼製天井根太10の4方向の内壁面
と適正な接触圧で密接しているので、鋼製天井根太10
はみだりに長手方向にずれ動くことはなく、しかも天井
根太10に天井下地材5を取付けることで、天井根太1
0には下向きの力が作用し、天井根太10の内壁と係合
突出部15a,16aとの圧接作用は増大する。
Next, as shown in FIG. 3 (B), the box-shaped steel ceiling joist 10 is slightly moved back in the direction opposite to the insertion direction from the position shown in FIG. Both ends of the joist 10 are simultaneously engaged with the respective engaging projections 15a, 16a of the mounting brackets 15, 16. When the box-shaped steel ceiling joist 10 is returned from the inclined position in FIG. 2 to the linear position connecting the three members in FIG. 3, the displaced engaging projection 16a of one of the mounting brackets 16 is forced by its elasticity. Bends in a direction different from the direction when it was formed, and steel ceiling joists 1
0, so that the engagement protrusion 16a
Is pressed against the inner wall of one side in the hollow hole 20 of the steel ceiling joist 10 by its elastic restoring force (spring back), whereby the box-shaped steel ceiling joist 10 is stably engaged and held, and it is in the longitudinal direction. Do not move. It is to be noted that the reason why the engaging projections 16a are deviated as described above is to improve the adhesion between the two members. , 16a are in close contact with the inner walls in four directions of the box-shaped steel ceiling joist 10 at an appropriate contact pressure.
There is no protruding displacement in the longitudinal direction, and the ceiling base material 5 is attached to the ceiling joist 10 so that the ceiling joist 1
A downward force acts on 0, and the pressing action between the inner wall of the ceiling joist 10 and the engagement protrusions 15a, 16a increases.

【0022】図5には、本発明の取付け金具の他の例が
示されている。図5に示す例では、左右一対の取付け金
具15,16における右側の取付け金具16は、図2に
示す取付け金具16に比べ平面形状が若干相異してお
り、係合突出部16aの根元部の幅寸法W2 が先端部の
幅寸法W3 よりも約2mm以下の範囲で大に設けられて
いる。また、係合突出部16aの山形先端部32を通る
中心線S1 は、左右の取付け金具15,16の中心を結
ぶ同一直線S1 に対しθ2 が約3゜傾斜するように設け
てある。図5のように取付け金具16を構成すると、そ
の係合突出部16aが平面先細状をなすので、ボックス
形鋼製天井根太10の一端部を、この係合突出部16a
に一層容易に嵌合できる。図5の取付け金具16におけ
る他の作用、効果は図2に示す取付け金具16と同じで
ある。
FIG. 5 shows another example of the mounting bracket of the present invention. In the example shown in FIG. 5, the right-hand mounting bracket 16 of the pair of left and right mounting brackets 15 and 16 has a slightly different planar shape than the mounting bracket 16 shown in FIG. width W 2 of are provided in the large in the range of about 2mm or less than the width W 3 of the tip portion. The center lines S 1 through the chevron tip 32 of the engaging projection 16a is 2 theta with respect to the straight line S 1 connecting the centers of the left and right mounting brackets 15 and 16 are provided to be inclined about 3 ° . When the mounting bracket 16 is configured as shown in FIG. 5, the engaging protrusion 16a is tapered in a plane, so that one end of the box-shaped steel ceiling joist 10 is connected to the engaging protrusion 16a.
Can be fitted more easily. Other functions and effects of the mounting bracket 16 of FIG. 5 are the same as those of the mounting bracket 16 shown in FIG.

【0023】図6には本発明の取付け金具のさらに他の
例が示されている。図6に示す取付け金具16では、係
合突出部16aの根元部の幅寸法W2 が先端部の幅寸法
3よりも約2mm以下の範囲で大に設けられていて、
平面先細形状である点は、図5に示す取付け金具16と
同じであるが、係合突出部16aの山形先端部32を通
る中心線が、左右の取付け金具15,16の中心を結ぶ
同一直線と揃うように設けられている点が、図5の取付
け金具16の構成と若干相異している。この図6の取付
け金具16においても、その係合突出部16aへボック
ス形鋼製天井根太10の一端部を容易確実に嵌合させる
ことができる。
FIG. 6 shows still another example of the mounting bracket of the present invention. In mounting bracket 16 shown in FIG. 6, the width W 2 of the root portion of the engaging projection 16a is provided on a large range of about 2mm or less than the width W 3 of the tip portion,
The point of the flat tapered shape is the same as that of the mounting bracket 16 shown in FIG. 5, but the center line passing through the chevron tip 32 of the engaging projection 16a is the same straight line connecting the centers of the left and right mounting brackets 15, 16. 5 is slightly different from the configuration of the mounting bracket 16 in FIG. 6, the one end of the box-shaped steel ceiling joist 10 can be easily and reliably fitted to the engaging projection 16a.

【0024】また、図1〜図4,図5,図6にそれぞれ
示す左右一対の取付け金具15,16の各組において、
平面略短形に設けられている左側の各取付け金具15を
各組における右側の取付け金具16と同じ形状に設けて
も構わない。さらに、本発明の図1〜図4に示す例にお
いて、次の取付け順序で左右一対の取付け金具15,1
6とボックス形鋼製天井根太10を建物に取付けること
ができる。まず、建物の間隔を隔てて相対する側根太3
に一対の取付け金具15,16のいずれか一方、例えば
取付け金具16を固定する。次に、建物に取付ける前の
他方の取付け金具15の係合突起15aの外側にボック
ス形鋼製根太10の一端を嵌合させ、ボックス形鋼製根
太10の他端を、前記片方の取付け金具16の係合突出
部16aの外側に嵌合して、その奥部まで差込む。つぎ
に、前記他方の取付け金具15を、前記相対する他方の
側根太3に固定した後、前記ボックス形鋼製根太10を
前記他方の取付け金具15方向に若干移動調整させて、
ボックス形鋼製根太10の建物への取付け作業が終了す
る。図5,図6に示す取付け金具15,16において
も、前記と同様の手順で作業できる。
In each set of a pair of right and left mounting brackets 15 and 16 shown in FIGS.
Each of the left mounting brackets 15 provided in a substantially rectangular shape in a plane may be provided in the same shape as the right mounting bracket 16 in each set. Further, in the example shown in FIGS. 1 to 4 of the present invention, a pair of right and left mounting brackets 15 and 1 are arranged in the following mounting order.
6 and box-shaped steel ceiling joist 10 can be attached to the building. First, the side joists 3 facing each other with a space between the buildings
, One of the pair of mounting brackets 15 and 16, for example, the mounting bracket 16 is fixed. Next, one end of the box-shaped steel joist 10 is fitted to the outside of the engaging projection 15a of the other mounting bracket 15 before being attached to the building, and the other end of the box-shaped steel joist 10 is connected to the one mounting bracket. The fitting protrusion 16a is fitted to the outside of the engaging protrusion 16a, and inserted into the inner part. Next, after fixing the other mounting bracket 15 to the opposing other side joist 3, the box-shaped steel joist 10 is slightly moved and adjusted in the direction of the other mounting bracket 15,
The work of attaching the box-shaped steel joist 10 to the building is completed. The same procedure can be applied to the mounting brackets 15 and 16 shown in FIGS.

【0025】本発明は、取付け金具15,16の簡略
化および、取付け金具15,16とボックス形鋼製天
井根太10との密着性向上による、施工中の取付け金具
15,16と鋼製天井根太10との「ガタつき」防止
と、たわみの抑制効果を主たる狙いとしている。前記
に関しては、取付け金具15,16は従来品が金属板を
2方向に折曲げて製作していたのに対し、本発明では、
金属板を1方向に折曲げるだけで製作が可能となり、製
作工程の省略とコスト削減が実現される。
The present invention simplifies the mounting brackets 15 and 16 and improves the adhesion between the mounting brackets 15 and 16 and the box-shaped steel ceiling joist 10 so that the mounting brackets 15 and 16 and the steel ceiling joist during construction are provided. The main objectives are to prevent "rattle" with 10 and to suppress the deflection. With respect to the above, the mounting brackets 15 and 16 are manufactured by bending a metal plate in two directions in a conventional product, whereas in the present invention,
Fabrication can be performed by simply bending the metal plate in one direction, and the production process can be omitted and cost can be reduced.

【0026】前記に関しては、鋼製天井根太10と取
付け金具15,16との嵌合スライド構造としたことに
より、両部材の重合する範囲において密着性が向上し、
施工中の取付け金具15,16と鋼製天井根太10との
「ガタつき」防止と鋼製天井根太10のたわみの抑制効
果が確実に向上する。
With respect to the above, by adopting a sliding structure in which the steel ceiling joist 10 and the mounting brackets 15 and 16 are fitted, the adhesion is improved in a range where both members overlap.
Prevention of "rattle" between the mounting brackets 15 and 16 and the steel ceiling joist 10 during construction and the effect of suppressing the deflection of the steel ceiling joist 10 are surely improved.

【0027】[0027]

【発明の効果】本発明によると、ボックス形鋼製建材の
断面が中空であることを最大限有効利用し、従来の接合
構造、つまり、ボックス形鋼製建材の外側を取付け金具
で支持する構造に代えて、ボックス形鋼製建材の中空孔
へ一対の取付け金具の係合突出部を挿入し、かつこのボ
ックス形鋼製建材を長手方向にスライド調整して所定の
位置で支持固定させる構造であるので、次の効果があ
る。 ボックス形鋼製建材はスライド嵌合方式で、かつ取
付け金具に対しボルト,ナット等により締結しないの
で、その長さ調整が可能であり、特に寸法精度に大きな
バラつきがある木材建築の壁枠材への取付けにあって
は、前記スライド嵌合方式により施工性が格段に向上す
る。 ボックス形鋼製建材と取付け金具とのスライド嵌合
部での所定の範囲に亘る適正な接触圧による密着と、こ
れによる建材の拘束作用により、この拘束がない場合に
比べて、鋼製天井建材の約10%以上のたわみの抑制効
果が確認された。 取付け金具を金属板の折曲げ加工により製作すると
きは、その折曲げ方向は1方向ですむので、製作工程の
省略化とコスト削減が実現される。また取付け金具の係
合突出部の外側に鋼製建材の端部が嵌合されるので、両
部材の重合部において、係合突出部は建材の内側に位置
し、係合突出部の先端位置において建材外側に段差が生
じず、施工性の悪化を回避できる。 取付け金具の係合突出部を、そのスプリングバック
を利用してボックス形鋼製建材の内壁と圧接させること
により、両部材の密着効果は一層向上する。
According to the present invention, the conventional joint structure, that is, the structure in which the outside of the box-shaped steel building material is supported by the mounting brackets, is used to the fullest extent by utilizing the hollow cross section of the box-shaped steel building material. Instead, the engaging protrusions of the pair of mounting brackets are inserted into the hollow holes of the box-shaped steel building material, and the box-shaped steel building material is slid in the longitudinal direction and supported and fixed at a predetermined position. There are the following effects. The box-shaped steel building material is a slide fitting system and is not fastened to the mounting bracket with bolts and nuts, so its length can be adjusted, especially for wood frame materials with large dimensional accuracy variations. In the case of mounting, the workability is remarkably improved by the slide fitting method. Due to the close contact of the box-shaped steel building material and the mounting bracket with the appropriate contact pressure in the slide fitting portion over a predetermined range, and the constraining action of the building material, the steel ceiling building material is compared with the case without this restriction. About 10% or more of the bending effect was confirmed. When the mounting bracket is manufactured by bending a metal plate, only one bending direction is required, so that the manufacturing process can be omitted and the cost can be reduced. In addition, since the end of the steel building material is fitted to the outside of the engaging protrusion of the mounting bracket, the engaging protrusion is located inside the building material at the overlapping portion of both members, and the tip position of the engaging protrusion is In this case, no step is formed on the outside of the building material, so that deterioration of workability can be avoided. By pressing the engaging projection of the mounting bracket against the inner wall of the box-shaped steel building material by utilizing the springback, the effect of closely attaching the two members is further improved.

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

【図1】本発明に係るボックス形鋼製天井根太の固定構
造を示す縦断側面図である。
FIG. 1 is a longitudinal sectional side view showing a fixing structure of a box-shaped steel ceiling joist according to the present invention.

【図2】前記ボックス形鋼製天井根太の取付け金具への
嵌合時の初期工程を示す横断平面図である。
FIG. 2 is a cross-sectional plan view showing an initial step when the box-shaped steel ceiling joist is fitted to a mounting bracket.

【図3】(A)は同じく中間工程を示す横断平面図、
(B)は最終工程を示す横断平面図である。
FIG. 3A is a cross-sectional plan view showing the same intermediate process.
(B) is a cross-sectional plan view showing a final step.

【図4】ボックス形鋼製天井根太と取付け金具との分離
斜視図である。
FIG. 4 is an exploded perspective view of a box-shaped steel ceiling joist and a mounting bracket.

【図5】本発明の他例に係るボックス形鋼製天井根太の
固定構造を示す横断平面図である。
FIG. 5 is a cross-sectional plan view showing a fixing structure of a box-shaped steel ceiling joist according to another example of the present invention.

【図6】本発明のさらに他例に係るボックス形鋼製天井
根太の固定構造を示す横断平面図である。
FIG. 6 is a cross-sectional plan view showing a fixing structure of a box-shaped steel ceiling joist according to still another example of the present invention.

【図7】従来例として木材の天井根太の取付状態を示す
建物の1階からみた天井部の斜視図である。
FIG. 7 is a perspective view of a ceiling viewed from the first floor of a building showing a state in which a wooden joist is attached as a conventional example.

【図8】図7の天井部において、1階天井根太と2階床
根太との関係を示す断面図である。
8 is a cross-sectional view showing a relationship between a first floor ceiling joist and a second floor floor joist in the ceiling portion of FIG. 7;

【図9】(A),(B)は従来のボックス形鋼製天井根
太の固定構造を示す平面図と側面図である。
FIGS. 9A and 9B are a plan view and a side view showing a conventional fixing structure for a box-shaped steel ceiling joist.

【図10】従来のボックス形鋼製天井根太と取付け金具
との分離斜視図である。
FIG. 10 is an exploded perspective view of a conventional box-shaped steel ceiling joist and a mounting bracket.

【符号の説明】[Explanation of symbols]

1 1階 2 壁上枠材 3 側根太 4 天井根太 5 天井下地材 6 床根太 7 2階床 8 絶縁材 10 ボックス形鋼製天井根太 11 取付け金具 12 床板 13 両側板 14 取付け翼板 15 取付け金具 15a 係合突出部 16 取付け金具 16a 係合突出部 17 両側板 18 先端連結板 19 取付け翼板 20 中空孔 21 L形切欠き部 22 ボルト、ナット 23 長寸両側板 24 先端山形連結板 25 取付け翼板 26 屈曲連結部 27 L形切欠き部 28 先細斜面 29 天井根太基端 30 間隙 31 天井根太先端 32 山形先端部 DESCRIPTION OF SYMBOLS 1 1st floor 2 Wall frame material 3 Side joist 4 Ceiling joist 5 Ceiling base material 6 Floor joist 7 2nd floor 8 Insulation material 10 Box-shaped steel ceiling joist 11 Mounting bracket 12 Floor plate 13 Side plate 14 Mounting wing plate 15 Mounting bracket 15a Engagement protrusion 16 Mounting bracket 16a Engagement protrusion 17 Side plate 18 Tip connecting plate 19 Mounting wing plate 20 Hollow hole 21 L-shaped notch portion 22 Bolt, nut 23 Long side plate 24 Tip angle connection plate 25 Mounting wing Plate 26 Bending connection part 27 L-shaped notch part 28 Tapered slope 29 Ceiling joist base end 30 Gap 31 Ceiling joist tip 32 Chevron tip

───────────────────────────────────────────────────── フロントページの続き (72)発明者 杉田 浩司 東京都千代田区大手町二丁目6番3号 新 日本製鐵株式会社内 (72)発明者 村橋 喜満 東京都千代田区大手町二丁目6番3号 新 日本製鐵株式会社内 ────────────────────────────────────────────────── ─── Continued on the front page (72) Koji Sugita, Inventor Koji Sugita 2-6-3 Otemachi, Chiyoda-ku, Tokyo New Nippon Steel Corporation (72) Inventor Yoshimitsu Murahashi 2-chome, Otemachi 2-chome, Chiyoda-ku, Tokyo No. 3 Inside Nippon Steel Corporation

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 所定の長さ寸法を有したボックス形鋼製
建材と、このボックス形鋼製建材の両端部が嵌合する係
合突出部を有し、同一直線上に設けられた一対の取付け
金具とからなり、前記ボックス形鋼製建材の両端部は、
建物の間隔を隔てて相対する取付け面に取付けられた前
記取付け金具の係合突出部の外側に、当該係合突部に沿
って建材長手方向に移動調整可能に嵌合している構成を
特徴とするボックス形鋼製建材の固定構造。
1. A box-shaped steel building material having a predetermined length, and a pair of co-linearly provided engaging projections at which both ends of the box-shaped steel building material are fitted. It consists of a mounting bracket, both ends of the box-shaped steel building material,
It is characterized in that it is fitted to the outside of the engaging protrusion of the mounting bracket attached to the mounting surface facing the building at an interval of the building so as to be movable and adjustable in the longitudinal direction of the building material along the engaging protrusion. Fixed structure for box-shaped steel building materials.
【請求項2】 前記一対の取付け金具における一方の係
合突出部は、可撓性を有し、かつ相対する取付け金具の
係合突出部とを結ぶ同一直線上から偏位して設けられて
おり、この係合突出部は弾性復元力により前記ボックス
形鋼製建材の内側面と圧接係合している構成を特徴とす
る請求項1記載のボックス形鋼製建材の固定構造。
2. An engaging projection of one of said pair of mounting brackets is flexible and is provided so as to be deviated from the same straight line connecting said engaging projections of said mounting bracket with each other. 2. The fixing structure for a box-shaped steel building material according to claim 1, wherein said engaging projection is pressed into engagement with an inner surface of said box-shaped steel building material by elastic restoring force.
【請求項3】 前記一対の取付け金具の少なくとも一方
の係合突出部の根元部の幅寸法W2 は、先端部の幅寸法
3 より約2mm以下大きいことを特徴とする請求項1
又は2記載のボックス形鋼製建材の固定構造。
3. The width dimension W 2 of a root portion of at least one of the engagement projections of the pair of mounting brackets is larger than the width dimension W 3 of a tip portion by about 2 mm or less.
Or the fixing structure of the box-shaped steel building material of 2.
【請求項4】 建物の間隔を隔てて相対する取付け面
に、それぞれ係合突出部を有する一対の取付け金具を対
向して固定し、ボックス形鋼製建材の他端を、前記一方
の取付け金具の係合突出部の外側に嵌合してその奥部ま
で差込んだうえ、片方の取付け金具の係合突出部と前記
ボックス形鋼製建材の他端との間に形成される間隔を利
用して、このボックス形鋼製建材を一対の取付け金具の
係合突出部を結ぶ一直線上に揃え、その後、このボック
ス形鋼製建材を引戻す方向に若干移動調整して他方の取
付け金具の係合突起の外側に嵌合させることを特徴とす
るボックス形鋼製建材の固定方法。
4. A pair of mounting brackets each having an engaging projection are fixed to opposing mounting surfaces of the building with an interval therebetween, and the other end of the box-shaped steel building material is connected to the one mounting bracket. Is fitted to the outside of the engaging projection and is inserted to the back, and the space formed between the engaging projection of one of the mounting brackets and the other end of the box-shaped steel building material is used. Then, this box-shaped steel building material is aligned on a straight line connecting the engagement protrusions of the pair of mounting brackets, and then the box-shaped steel building material is slightly moved and adjusted in the pulling-back direction to engage the other mounting bracket. A method for fixing a box-shaped steel building material, wherein the method is fitted to the outside of the joint projection.
【請求項5】 建物の間隔を隔てて相対する取付け面の
一方に、係合突出部を有する一対の取付け金具の片方を
固定し、他方の取付け金具の係合突起の外側にボックス
形鋼製建材の一端を係合させ、前記ボックス形鋼製建材
の他端を、前記片方の取付け金具の係合突出部の外側に
嵌合してその奥部まで差込み、前記他方の取付け金具
を、前記相対する取付け面の他方に固定した後、前記ボ
ックス形鋼製建材を、前記他方の取付け金具方向に若干
移動調整することを特徴とするボックス形鋼製建材の固
定方法。
5. One of a pair of mounting brackets having an engaging projection is fixed to one of the mounting surfaces opposed to each other with a space between the buildings, and a box-shaped steel member is formed outside the engaging projection of the other mounting bracket. One end of the building material is engaged, and the other end of the box-shaped steel building material is fitted to the outside of the engaging protrusion of the one mounting bracket and inserted into the back, and the other mounting bracket is connected to the other mounting bracket. A method for fixing a box-shaped steel building material, wherein the box-shaped steel building material is slightly moved and adjusted in the direction of the other mounting bracket after being fixed to the other of the opposed mounting surfaces.
JP29183597A 1997-10-09 1997-10-09 Fixing structure and fixing method for building material made of box-shape steel Withdrawn JPH11117439A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29183597A JPH11117439A (en) 1997-10-09 1997-10-09 Fixing structure and fixing method for building material made of box-shape steel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29183597A JPH11117439A (en) 1997-10-09 1997-10-09 Fixing structure and fixing method for building material made of box-shape steel

Publications (1)

Publication Number Publication Date
JPH11117439A true JPH11117439A (en) 1999-04-27

Family

ID=17774044

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29183597A Withdrawn JPH11117439A (en) 1997-10-09 1997-10-09 Fixing structure and fixing method for building material made of box-shape steel

Country Status (1)

Country Link
JP (1) JPH11117439A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013221265A (en) * 2012-04-13 2013-10-28 Sato Katako Seisakusho:Kk Ceiling substrate structure
JP2017020306A (en) * 2015-07-14 2017-01-26 小林 敦 Backing structure for supporting wooden floor material

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013221265A (en) * 2012-04-13 2013-10-28 Sato Katako Seisakusho:Kk Ceiling substrate structure
JP2017020306A (en) * 2015-07-14 2017-01-26 小林 敦 Backing structure for supporting wooden floor material

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