JPH0640732Y2 - Mounting plate for building wall plate support member - Google Patents

Mounting plate for building wall plate support member

Info

Publication number
JPH0640732Y2
JPH0640732Y2 JP2307490U JP2307490U JPH0640732Y2 JP H0640732 Y2 JPH0640732 Y2 JP H0640732Y2 JP 2307490 U JP2307490 U JP 2307490U JP 2307490 U JP2307490 U JP 2307490U JP H0640732 Y2 JPH0640732 Y2 JP H0640732Y2
Authority
JP
Japan
Prior art keywords
mounting plate
plate
building wall
shaped
wall 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.)
Expired - Lifetime
Application number
JP2307490U
Other languages
Japanese (ja)
Other versions
JPH03115708U (en
Inventor
敬一 松島
Original Assignee
敬一 松島
コンドーテック株式会社
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 敬一 松島, コンドーテック株式会社 filed Critical 敬一 松島
Priority to JP2307490U priority Critical patent/JPH0640732Y2/en
Publication of JPH03115708U publication Critical patent/JPH03115708U/ja
Application granted granted Critical
Publication of JPH0640732Y2 publication Critical patent/JPH0640732Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】 〔産業上の利用分野〕 この考案は建物用壁板支持部材の取り付け板に関し、建
物の外壁や間仕切りとなる壁板の支持部材を、建物の骨
組となる水平なH形鋼の表面から若干離してH形鋼に取
り付けるのに用いられる。
[Detailed Description of the Invention] [Industrial field of application] The present invention relates to a mounting plate for a building wall plate support member, in which a support member for a building wall or a partition wall plate is a horizontal H It is used to attach to H-section steel at a distance from the surface of the section steel.

〔従来の技術〕[Conventional technology]

従来、建物用壁板を支持するL形の支持部材は、1人の
作業員によって支持されてその垂直面が壁板の取り付け
位置に位置するように移動され、その状態で建物の骨組
であるH形鋼の上刃または下刃の表面に溶接することが
行なわれていた。
Conventionally, an L-shaped supporting member for supporting a building wall plate is supported by one worker and moved so that its vertical surface is located at the mounting position of the wall plate, and in that state is the frame of the building. Welding has been performed on the surface of the upper or lower blade of H-section steel.

そして、ボルトや当板などが突出して支持部材の溶接が
できないH形鋼の継ぎ目部分においては、L形の支持部
材を切断し、継ぎ目部分で分離された2つの支持部材を
H形鋼の継ぎ目部分の突出部を飛ばしてH形鋼の上刃ま
たは下刃に溶接し、継ぎ目部分の2つの支持部材の垂直
面と垂直面との間に形成された空間部に、長方形の鋼板
を突き合わせ状態に挿入して溶接することにより、2つ
の支持部材を一体に結合することが行なわれていた。
Then, at the seam portion of the H-shaped steel where the bolts, the contact plate, etc. protrude and welding of the support member is not possible, the L-shaped support member is cut, and the two support members separated at the seam portion are joined to the seam of the H-shaped steel. The protruding portion of the part is skipped and welded to the upper blade or the lower blade of the H-shaped steel, and the rectangular steel plate is butted against the space formed between the vertical surfaces of the two supporting members at the joint portion. It has been practiced to join the two support members together by inserting them into a pipe and welding them.

〔考案が解決しようとする課題〕[Problems to be solved by the device]

L形の支持部材をH形鋼の表面に溶接する従来の取り付
け方で、1個の長さが4mで約24kgの重さがある支持部材
を、脚立などの上に乗った1人の作業員が不安定な姿勢
で片手で支持して位置決めするとともに、位置決めされ
た支持部材を支持した状態でH形鋼に溶接しなければな
らなくなるため、作業員にかかる負担が著しく大きくな
り、安全性がきわめて悪くなる上に、作業が能率良く行
なえなくなる。さりとて、この作業を2人の作業員によ
って行なう場合には、取り付け工事に要する人件費が著
しく割高になる。
With the conventional mounting method of welding an L-shaped support member to the surface of H-shaped steel, one person riding a support member with a length of 4 m and a weight of about 24 kg on a stepladder etc. Since the worker must support and position with one hand in an unstable posture and weld the H-shaped steel while supporting the positioned support member, the burden on the worker is significantly increased and safety is improved. Is extremely bad and the work cannot be performed efficiently. If two workers perform this work, the labor cost required for the installation work will be considerably high.

また、L形の支持部分の溶接に当っては、支持部材をH
形鋼の継ぎ目部分で切断する必要があるだけでなく、継
ぎ目部分で分離された2つの支持部材の垂直面の間に長
方形の鋼板を突き合わせ状態に挿入して溶接しなければ
ならなくなるため、支持部材の取り付けに多くの手数と
費用とを要する。
When welding the L-shaped support portion, the support member is
Not only is it necessary to cut at the seam of the shaped steel, but also because a rectangular steel plate must be inserted in a butt state and welded between the vertical surfaces of the two support members separated at the seam, It takes a lot of labor and cost to attach the members.

その上、L形の支持部材は、現場において結合されるH
形鋼に対して位置決めする必要があるため、支持部材の
溶接はすべて現場作業となる上に、H形鋼に重合された
支持部材の溶接は、支持部材の表面側と裏面側とで行な
われるので、一方の溶接個所が作業員の位置から見え易
いときは、他方の溶接個所は作業員の位置から見えにく
くなり、作業の能率を向上することが困難となる。
Moreover, the L-shaped support member is H-bonded in the field.
Since it is necessary to position it with respect to the shape steel, welding of the supporting member is all performed on site, and welding of the supporting member superposed on the H-shaped steel is performed on the front surface side and the back surface side of the supporting member. Therefore, when one of the welding points is easily visible from the position of the worker, the other welding point is difficult to see from the position of the worker, and it is difficult to improve work efficiency.

この考案は上記事情に鑑みてなされたもので、H形鋼の
継ぎ目部分で突出しているボルトなどの影響を受けるこ
となく、作業員が1人で安全に、かつ能率良くL形の支
持部材を調整された位置に取り付けることができる建物
用壁板支持部材の取り付け板の提供を目的とするもので
ある。
The present invention has been made in view of the above circumstances, and an L-shaped supporting member can be safely and efficiently operated by one worker without being affected by bolts protruding at the joint of H-shaped steel. The purpose of the present invention is to provide a mounting plate for a building wall plate support member that can be mounted at an adjusted position.

〔課題を解決するための手段〕[Means for Solving the Problems]

上記目的を達成するために、この考案では、平板状の取
り付け板は、設定された高さ位置に建物用壁板を支持す
るL形の支持部材の一辺を挿入し得る水平な切り込み溝
が設けられ、建物の骨組を構成する水平なH形鋼の上刃
または下刃に、H形鋼の継ぎ目部分を避けて複数個の取
り付け板が切り込み溝をそれぞれ建物用壁板側に向けて
垂直に固着され、H形鋼に固着される各取り付け板の切
り込み溝には、建物用壁板を支持するL形の支持部材が
調整された位置に固着されて、建物用壁板支持部材の取
り付け板が構成されている。
In order to achieve the above object, in the present invention, a flat plate-shaped mounting plate is provided with a horizontal cut groove into which a side of an L-shaped support member supporting a building wall plate can be inserted at a set height position. The upper and lower blades of the horizontal H-section steel that make up the frame of the building are provided with a plurality of mounting plates that avoid the seam portion of the H-section steel and cut grooves vertically toward the building wallboard side. An L-shaped support member that supports the building wall plate is fixed to the cut groove of each mounting plate that is fixed and that is fixed to the H-shaped steel at an adjusted position. Is configured.

上記取り付け板は、切り込み溝によって区分される上側
の先端部が下側の先端部より若干短めに形成されるとと
もに、上側の先端部にナット部材が縦方向に固着される
構成とすることが好ましい。
It is preferable that the mounting plate is configured such that an upper end portion sectioned by a cut groove is formed slightly shorter than a lower end portion, and a nut member is vertically fixed to the upper end portion. .

また、取り付け板は、切り込み溝より上側の一方の側面
部にナット部材が縦方向に固着される構成としてもよ
い。
Further, the mounting plate may have a configuration in which a nut member is vertically fixed to one side surface portion above the cut groove.

〔作用〕[Action]

取り付け板に設けられる切り込み溝の設定高さは、H形
鋼の継ぎ目部分で突出しているボルトの先端高さより高
くなるよう決められているから、取り付け板をH形鋼の
継ぎ目部分の突出部を避けて適当な間隔でH形鋼に溶接
すると、L形の一辺を各取り付け板の切り込み溝に挿入
された支持部材は、H形鋼の継ぎ目部分のボルト突出部
に妨げられることなく水平方向に保持される。
Since the set height of the notch provided on the mounting plate is determined to be higher than the height of the tip of the bolt protruding at the seam portion of the H-section steel, the mounting plate should be set so that the protruding portion at the seam portion of the H-section steel is By avoiding welding to the H-section steel at appropriate intervals, the support member with one side of the L-shape inserted in the notch of each mounting plate can move horizontally without being hindered by the bolt protrusion of the joint section of the H-section steel. Retained.

それ故、L形の支持部材を建物用壁板の取り付け位置に
位置決めする場合には、複数個の取り付け板に保持され
たL形の支持部材を、各取り付け板の水平な切り込み溝
に沿って前後方向に移動するだけでよく、24kg前後の重
さのある支持部材を片手で支持したり、H形鋼の継ぎ目
部分で切断したりしなくてもよくなる。
Therefore, when the L-shaped support member is positioned at the mounting position of the building wall plate, the L-shaped support member held by the plurality of mounting plates is arranged along the horizontal cut groove of each mounting plate. It is only necessary to move in the front-back direction, and it is not necessary to support a support member having a weight of about 24 kg with one hand or cut it at the joint portion of the H-section steel.

また、取り付け板をH形鋼に垂直に固着する場合、取り
付け板の溶接個所は、H形鋼の上刃または下刃と当接す
る部分の両側になって作業員の位置から見え易くなるた
め、取り付け板の溶接作業は容易となる。しかも、L形
の支持部材の位置決めは、H形鋼に溶接された取り付け
板を介して行なわれるので、各取り付け板は現場溶接だ
けでなく、作業能率の良い工場での溶接に切り換えるこ
とが可能となる。
Further, when the mounting plate is vertically fixed to the H-shaped steel, the welding portion of the mounting plate is on both sides of the portion that contacts the upper blade or the lower blade of the H-shaped steel, so that it is easy to see from the position of the operator. Welding work of the mounting plate becomes easy. Moreover, since the positioning of the L-shaped support member is performed via the mounting plate welded to the H-shaped steel, each mounting plate can be switched to not only on-site welding but also welding in a factory with good work efficiency. Becomes

〔実施例〕〔Example〕

第1図および第2図において、壁板支持部材の取り付け
板1は、例えば、一辺が90mm前後の大きさを有する正方
形の形状をしており、厚さ6mm程度の板材を用いて作ら
れている。取り付け板1の一方の垂直な辺には、底辺か
ら設定された高さ位置に、高さ方向に約6mmの寸法を持
ち、長さが60mm程度の水平な切り込み溝2が設けられて
いる。
In FIGS. 1 and 2, the mounting plate 1 of the wall plate supporting member has, for example, a square shape having a side of about 90 mm, and is made of a plate material having a thickness of about 6 mm. There is. On one vertical side of the mounting plate 1, a horizontal cut groove 2 having a dimension of about 6 mm in the height direction and a length of about 60 mm is provided at a height position set from the bottom side.

切り込み溝2の設定高さは、建物の骨組となる水平なH
形鋼4の継ぎ目部分で突出するボルト5と衝突しない高
さ、例えば、60mm程度に決められる(第4図および第5
図参照)。
The set height of the cut groove 2 is a horizontal H that is the frame of the building.
The height which does not collide with the protruding bolt 5 at the joint portion of the shaped steel 4, for example, is determined to be about 60 mm (Figs. 4 and 5).
See figure).

取り付け板1は切り込み溝2により上下に区分される
が、区分された上側の長方形の先端側部分は、切り込み
溝2より下側の取り付け板1の垂直な辺に比べて、予め
設定された寸法(例えば、20mm〜30mm程度)だけ短めに
形成され、その先端面に10mm前後のめねじを備えたナッ
ト部材3が、溶接その他の手段により縦方向に固着され
ている。切り込み溝2の下側の辺は、円弧状の曲線によ
って取り付け板1の下側の垂直な辺と滑らかに接続され
ている。取り付け板1には、一般構造用圧延鋼材2種
(SS41)が用いられ、クロームメッキが施される。
The mounting plate 1 is divided into upper and lower parts by the cut groove 2, and the tip side part of the divided upper rectangle is set in advance with respect to the vertical side of the mounting plate 1 below the cut groove 2. A nut member 3 having a short length (for example, about 20 mm to 30 mm) and having a female thread of about 10 mm is fixed to the front end surface in the vertical direction by welding or other means. The lower side of the cut groove 2 is smoothly connected to the lower vertical side of the mounting plate 1 by an arc-shaped curve. As the mounting plate 1, a general structural rolled steel material type 2 (SS41) is used, which is plated with chrome.

第3図は前記取り付け板1と併用される保持用取り付け
板1Aで、この保持用取り付け板1Aは、前記取り付け板1
とほぼ同じ大きさと厚さとを有する同種の材料を用いて
作られる。保持用取り付け板1Aの一方の垂直な辺には、
取り付け板1に設けられた切り込み溝2と同じ高さ位置
に、高さ方向の幅と水平方向の長さとが同じに形成され
た切り込み溝2Aが設けられている。
FIG. 3 shows a holding mounting plate 1A used together with the mounting plate 1. The holding mounting plate 1A is the mounting plate 1A.
Made with similar materials having about the same size and thickness. On one vertical side of the holding mounting plate 1A,
A notch groove 2A having the same width in the height direction and the same length in the horizontal direction is provided at the same height position as the notch groove 2 provided in the mounting plate 1.

しかしながら、保持用取り付け板1Aでは、前記取り付け
板1の場合と異なり、切り込み溝2Aの上下の先端側の垂
直な辺は同一直線上にあり、切り込み溝2Aの上側の長方
形の先端部には、前記取り付け板1に固着されていたよ
うなナット部材3は、設けられていない。上記構成の保
持用取り付け板1Aにも、取り付け板1の場合と同じよう
にクロームメッキが施される。
However, in the mounting plate 1A for holding, unlike the case of the mounting plate 1, the vertical edges of the upper and lower tip sides of the cut groove 2A are on the same straight line, and the rectangular tip portion on the upper side of the cut groove 2A is The nut member 3 that is fixed to the mounting plate 1 is not provided. Similarly to the case of the mounting plate 1, the holding mounting plate 1A having the above structure is also plated with chrome.

次に、この実施例の取り付け板を用いた外壁の取り付け
方について説明する。
Next, a method of mounting the outer wall using the mounting plate of this embodiment will be described.

第4図および第5図において、取り付け板1,1Aは、建物
の骨組を構成する水平なH形鋼4,4の継ぎ目部分で突出
している複数個のボルト5の部分を避けてH形鋼4の上
刃に、その長さ方向に適用な間隔をあけて垂直に、切り
込み溝2,2Aが建物の外側に向くように、底辺の両側を溶
接その他の手段により固着される。この場合、保持用取
り付け板1Aは、ナット部材3を備えた取り付け板1,1の
間に配設され、各取り付け板1,1Aの外側の垂直辺は、予
め設定された位置に位置決めされる。
In FIGS. 4 and 5, the mounting plates 1 and 1A are H-shaped steels by avoiding a plurality of bolts 5 projecting at the joints of horizontal H-shaped steels 4 and 4 that form the frame of a building. The upper blade of 4 is vertically fixed to the outer edge of the building by welding or other means so that the cut grooves 2 and 2A face the outside of the building vertically at appropriate intervals in the lengthwise direction. In this case, the holding mounting plate 1A is arranged between the mounting plates 1 and 1 provided with the nut member 3, and the outer vertical side of each mounting plate 1 and 1A is positioned at a preset position. .

取り付け板1,1AがH形鋼4の上刃に垂直に固着される
と、各取り付け板1,1Aの同じ高さ位置に設けられた切り
込み溝2,2Aは、H形鋼4,4の継ぎ目部分のボルト5の高
さ(通常50mm前後)より、10mmまたはそれ以上上側の同
一水平面上に位置することになる。それ故、これらの切
り込み溝2,2Aに、L形鋼(L形の支持部材)6の一辺を
他辺が下向きとなるように挿入した場合、L形鋼6はH
形鋼4,4の継ぎ目部分のボルト5の妨げを受けることな
く挿入できる上に、各取り付け板1,1Aに保持させること
ができる。
When the mounting plates 1 and 1A are vertically fixed to the upper blade of the H-shaped steel 4, the notch grooves 2 and 2A provided at the same height position of the mounting plates 1 and 1A are formed in the H-shaped steels 4 and 4, respectively. It will be located on the same horizontal plane 10 mm or more above the height of the seam bolt 5 (usually around 50 mm). Therefore, when one side of the L-shaped steel (L-shaped support member) 6 is inserted into these cut grooves 2 and 2A so that the other side faces downward, the L-shaped steel 6 becomes H
It can be inserted without being hindered by the bolt 5 at the joint portion of the shaped steels 4, 4 and can be held by each mounting plate 1, 1A.

このため,L形鋼6の垂直面を、第5図に示す軽量コンク
リートなどの壁板(ALC板)7と当接する位置に調整す
る作業は、各取り付け板1,1Aの切り込み溝2,2Aに挿入・
保持されたL形鋼6を、切り込み溝2,2Aに沿って出し入
れするだけでよく、重さ約24kgあるL形鋼6を保持しな
がら位置決めしなければならなかった従来の場合に比べ
て、L形鋼6の位置決めは、少ない力で安全に、かつ能
率良く行なうことができる。位置決めされたL形鋼6
は、取り付け板1,1Aにスポット溶接され、各取り付け板
1,1のナット部材3,3に螺合されるボルト8,8の締め付け
により、その位置にしっかりと固定される。
For this reason, the work of adjusting the vertical surface of the L-shaped steel 6 to the position where it comes into contact with the wall plate (ALC plate) 7 such as lightweight concrete shown in Fig. 5 is carried out by cutting grooves 2, 2A of each mounting plate 1, 1A. Insert into
Compared with the conventional case in which the L-shaped steel 6 held must be positioned while holding the L-shaped steel 6 that weighs about 24 kg, it is only necessary to insert and withdraw the L-shaped steel 6 along the cut grooves 2, 2A. The L-shaped steel 6 can be positioned safely and efficiently with a small force. Positioned L-section steel 6
Is spot welded to the mounting plates 1, 1A,
By tightening the bolts 8 and 8 screwed onto the nut members 3 and 3 of 1, 1, they are firmly fixed in that position.

L形鋼6の垂直面には、厚さ10cm前後のALC板からなる
建物用壁板7がボルトその他の結合手段を用いて直接に
取り付けられたり、L形鋼6の垂直面より建物の外側に
突出された補助部材を介して間接的に取り付けられる。
On the vertical surface of the L-shaped steel 6, a building wall plate 7 made of an ALC plate with a thickness of about 10 cm is directly attached by using bolts or other coupling means, or outside the building from the vertical surface of the L-shaped steel 6. It is indirectly attached via an auxiliary member that is protruded into.

この方式によって建物用壁板7を取り付ける場合には、
L形鋼6は取り付け板1,1Aに対して位置調整が可能にな
るため、それぞれの取り付け板1,1Aは、足場が良くて溶
接がし易い工場において、H形鋼4の設定された位置に
予め溶接することができるから、L形鋼6を現場にて位
置調整しながらH形鋼4に溶接しなければならなかった
従来の場合に比べて、建物用壁板7の取り付けを安全
に、かつ能率良く行なうことができる。
When installing the building wallboard 7 by this method,
Since the L-shaped steel 6 can be adjusted in position with respect to the mounting plates 1 and 1A, the mounting positions of the H-shaped steel 4 are set in the factory where the mounting plates 1 and 1A are well scaffolded and easy to weld. Since the L-shaped steel 6 can be welded in advance to the H-shaped steel 4 while adjusting the position of the L-shaped steel 6 at the site, the building wall plate 7 can be attached safely. And can be done efficiently.

前記実施例では、L形鋼6の保持をナット部材3を備え
た取り付け板1と、ナット部材3を備えていない保持用
取り付け板1Aとを用いて行なう場合について説明した
が、L形鋼6の保持は、それぞれ上記取り付け板1、ま
たは保持用取り付け板1Aだけを用いて行なってもよい。
しかしながら、ナット部材3を備えていない保持用取り
付け板1Aだけを用いる場合には、L形鋼6をスポット溶
接により保持用取り付け板1Aに位置決めした後、両者を
固着するための溶接を行なう必要がある。
In the above embodiment, the case where the L-shaped steel 6 is held by using the mounting plate 1 having the nut member 3 and the holding mounting plate 1A not having the nut member 3 has been described. May be held by using only the mounting plate 1 or the holding mounting plate 1A.
However, when using only the holding mounting plate 1A not provided with the nut member 3, it is necessary to position the L-shaped steel 6 on the holding mounting plate 1A by spot welding and then perform welding for fixing the two. is there.

第6図および第7図は、この考案の他の実施例を示した
もので、取り付け板1Bの設定された高さ位置に、切り込
み溝2Bが設けられるとともに、切り込み溝2Bより上側の
取り付け板1Bの一方の側面に、溶接その他の手段によっ
てナット部材3Bが固着された場合である。この取り付け
板1Bは、前記実施例においてH形鋼4の上刃に固着され
た取り付け板1の代りに用いることができる他、単独で
も用いることができる。
6 and 7 show another embodiment of the present invention, in which a notch groove 2B is provided at a set height position of the mounting plate 1B, and the mounting plate above the notch groove 2B is provided. This is a case where the nut member 3B is fixed to one side surface of 1B by welding or other means. This mounting plate 1B can be used in place of the mounting plate 1 fixed to the upper blade of the H-shaped steel 4 in the above embodiment, or can be used alone.

取り付け板1Bをこのように構成した場合、切り込み溝2B
より上側の先端部を下側の垂直な辺より若干短めに形成
する手数が省略できる上に、ナット部材3Bを取り付け板
1Bの一方の側面の広い部分に固着すればよいから、製作
に要する工数は少なく、作業も容易となり、製作コスト
を割安にすることができる。
If the mounting plate 1B is configured in this way, the notch 2B
The number of steps to form the upper tip part slightly shorter than the lower vertical side can be omitted, and the nut member 3B is attached to the mounting plate.
Since it can be fixed to a wide portion of one side surface of 1B, the number of manufacturing steps is small, the work is easy, and the manufacturing cost can be reduced.

なお、前記各実施例においては、取り付け板1,1A,1B
は、H形鋼4の上刃に固着する場合について説明した
が、取り付け板1,1A,1Bの固着は、H形鋼4の上刃に限
定されるものではなく、H形鋼4の下刃に固着された場
合にも、水平な切り込み溝2,2A,2Bに挿入・保持される
L形鋼6を介して、建物の外壁や仕切り壁となる壁板7
を同様に支持することができる。
In each of the above embodiments, the mounting plate 1, 1A, 1B
Has described the case of fixing to the upper blade of the H-section steel 4, but the fixing of the mounting plates 1, 1A, 1B is not limited to the upper blade of the H-section steel 4, but to the lower section of the H-section steel 4. Even if it is fixed to the blade, the wall plate 7 that becomes the outer wall or partition wall of the building is inserted through the L-shaped steel 6 that is inserted and retained in the horizontal cut grooves 2, 2A, 2B.
Can be similarly supported.

〔考案の効果〕[Effect of device]

この考案は、上述の通り構成されているので、次に記載
する効果を奏する。
Since the present invention is configured as described above, it has the following effects.

請求項1の建物用壁板支持部材の取り付け板において
は、取り付け板の設定された高さ位置にL形の支持部材
の一辺を挿入し得る水平な切り込み溝が設けられている
ため、複数個の取り付け板をH形鋼の継ぎ目部分を避け
てその上刃または下刃に適当な間隔をあけて垂直に固着
すると、L形の支持部材の一辺を各取り付け板の切り込
み溝に挿入することにより、L形の支持部材は間隔をあ
けて固着された取り付け板に確実に保持される。
The mounting plate of the building wall plate supporting member according to claim 1, wherein a plurality of horizontal cutting grooves are provided at a set height position of the mounting plate so that one side of the L-shaped supporting member can be inserted. When the mounting plate of is fixed vertically to the upper blade or lower blade with avoiding the seam of the H-shaped steel with an appropriate interval, by inserting one side of the L-shaped support member into the notch of each mounting plate. , L-shaped support members are securely held by a mounting plate that is fixedly spaced.

このため、L形の支持部材の位置決めに当っては、約20
kgの重さがあるL形の支持部材を保持することなく、取
り付け板の切り込み溝に沿って前後方向に移動するだけ
でよくなるから、各作業員は、建物用壁板を支持するL
形の支持部材を小さい力によって安全に、かつ能率良
く、位置決めすることができる。
Therefore, when positioning the L-shaped support member,
Since it suffices to move in the front-rear direction along the notch of the mounting plate without holding the L-shaped support member having a weight of kg, each worker can support the building wall plate by L.
The shaped support member can be positioned safely and efficiently with a small force.

請求項2の建物用壁板支持部材の取り付け板において
は、取り付け板は切り込み溝より上側の先端部が下側よ
り若干短く形成されるとともに、上側の先端部にナット
部材が固着されているため、複数個の取り付け板の切り
込み溝に保持されたL形の支持部材を、ナット部材に螺
合されたねじ部材により、位置決めされた位置にきわめ
て容易に固定することができる。
In the mounting plate of the building wall plate supporting member according to claim 2, since the mounting plate is formed such that the tip end on the upper side of the cut groove is slightly shorter than the lower end, and the nut member is fixed to the tip end on the upper side. The L-shaped support member held in the cut grooves of the plurality of mounting plates can be very easily fixed in the positioned position by the screw member screwed to the nut member.

請求項3の建物用壁板支持部材の取り付け板において
は、ナット部材は、切り込み溝によって区分された取り
付け板の上側の一方の側面に固着されているため、ナッ
ト部材の固着を容易にして、取り付け板の製作コストを
割安にすることができる。
In the mounting plate of the building wall plate supporting member according to claim 3, since the nut member is fixed to one side surface on the upper side of the mounting plate divided by the cut groove, the fixing of the nut member is facilitated, The manufacturing cost of the mounting plate can be reduced.

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

第1図ないし第5図はこの考案の一実施例で、第1図は
ナット部材を備えた取り付け板の正面図、第2図は同平
面図、第3図はナット部材を備えていない取り付け板の
正面図、第4図は壁板支持部材の取り付け時の状態を示
す斜視図、第5図はH形鋼の継ぎ目部分における壁板取
り付け時の縦断面図、第6図は取り付け板の他の実施例
の正面図、第7図は同平面図である。 1,1A,1B…取り付け板 2,2A,2B…切り込み溝 3,3B…ナット部材 4…H形鋼 6…L形の支持部材(L形鋼) 7…建物用壁板
1 to 5 show an embodiment of the present invention. FIG. 1 is a front view of a mounting plate having a nut member, FIG. 2 is a plan view of the mounting plate, and FIG. 3 is a mounting plate having no nut member. Fig. 4 is a front view of the plate, Fig. 4 is a perspective view showing a state where the wall plate supporting member is attached, Fig. 5 is a vertical cross-sectional view when attaching the wall plate at the joint portion of the H-section steel, and Fig. 6 is a diagram showing the attaching plate. A front view of another embodiment and FIG. 7 are plan views of the same. 1,1A, 1B ... Mounting plate 2,2A, 2B ... Notch groove 3,3B ... Nut member 4 ... H-shaped steel 6 ... L-shaped support member (L-shaped steel) 7 ... Building wall plate

Claims (3)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】平板状の取り付け板は、設定された高さ位
置に建物用壁板を支持するL形の支持部材の一辺を挿入
し得る水平な切り込み溝が設けられ、 建物の骨組を構成する水平なH形鋼の上刃または下刃
に、H形鋼の継ぎ目部分を避けて複数個の取り付け板が
切り込み溝をそれぞれ建物用壁板側に向けて垂直に固着
され、 H形鋼に固着される各取り付け板の切り込み溝には、建
物用壁板を支持するL形の支持部材が調整された位置に
固着されることを特徴とする 建物用壁板支持部材の取り付け板。
1. A flat mounting plate is provided with a horizontal cut groove into which one side of an L-shaped supporting member for supporting a building wall plate can be inserted, at a set height position to form a frame of a building. To the horizontal upper or lower blade of H-shaped steel, a plurality of mounting plates are vertically fixed to avoid the seam of H-shaped steel with the cut grooves facing the wall plate side of the building. A mounting plate for a building wall plate supporting member, wherein an L-shaped supporting member for supporting the building wall plate is fixed to an adjusted position in the notch of each mounting plate to be fixed.
【請求項2】取り付け板は、切り込み溝によって区分さ
れる上側の先端部が下側の先端部より若干短めに形成さ
れるとともに、上側の先端部にナット部材が縦方向に固
着されている実用新案登録請求の範囲第1項記載の建物
用壁板支持部材の取り付け板。
2. A practical use in which a mounting plate is formed such that an upper end portion sectioned by a cut groove is slightly shorter than a lower end portion, and a nut member is vertically fixed to the upper end portion. A mounting plate for a building wall plate support member according to claim 1 of the new model registration claim.
【請求項3】取り付け板は、切り込み溝より上側の一方
の側面部にナット部材が縦方向に固着されている実用新
案登録請求の範囲第1項記載の建物用壁板支持部材の取
り付け板。
3. The mounting plate for a building wall plate supporting member according to claim 1, wherein a nut member is vertically fixed to one side surface of the mounting plate above the cut groove.
JP2307490U 1990-03-07 1990-03-07 Mounting plate for building wall plate support member Expired - Lifetime JPH0640732Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2307490U JPH0640732Y2 (en) 1990-03-07 1990-03-07 Mounting plate for building wall plate support member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2307490U JPH0640732Y2 (en) 1990-03-07 1990-03-07 Mounting plate for building wall plate support member

Publications (2)

Publication Number Publication Date
JPH03115708U JPH03115708U (en) 1991-11-29
JPH0640732Y2 true JPH0640732Y2 (en) 1994-10-26

Family

ID=31526072

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2307490U Expired - Lifetime JPH0640732Y2 (en) 1990-03-07 1990-03-07 Mounting plate for building wall plate support member

Country Status (1)

Country Link
JP (1) JPH0640732Y2 (en)

Also Published As

Publication number Publication date
JPH03115708U (en) 1991-11-29

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