JPH1018548A - Building plate supporting frame - Google Patents

Building plate supporting frame

Info

Publication number
JPH1018548A
JPH1018548A JP16988796A JP16988796A JPH1018548A JP H1018548 A JPH1018548 A JP H1018548A JP 16988796 A JP16988796 A JP 16988796A JP 16988796 A JP16988796 A JP 16988796A JP H1018548 A JPH1018548 A JP H1018548A
Authority
JP
Japan
Prior art keywords
plate
support frame
building plate
building
supporting frame
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
Application number
JP16988796A
Other languages
Japanese (ja)
Inventor
Toshiyuki Ishida
利幸 石田
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.)
NISSO KOGYO KK
Original Assignee
NISSO KOGYO KK
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 NISSO KOGYO KK filed Critical NISSO KOGYO KK
Priority to JP16988796A priority Critical patent/JPH1018548A/en
Publication of JPH1018548A publication Critical patent/JPH1018548A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To simply construct a floor or the like by providing plural longitudinal cutouts to be fitted to the ribs of a building plate for the U-shaped portion of a supporting frame with a flange plane overhung from both inversely U-shaped lower ends outward. SOLUTION: A building plate supporting frame 10 has cutout 3, which are formed into X-bevel shape in a front view by partially cutting the top face and the side face of an inversely U-shaped portion, at spaces in places on a steel shape corresponding to the sectional shape of the rib 31 of a building plate 30. In a flange plane 2, plural nail holes are provided at spaces in the longitudinal direction to fix a supporting frame 10 to a floor joist or a rafter of a roof. The longitudinal direction of the building plate 30 crosses the longitudinal direction of the supporting frame 10 so that the end face of the rib 31 can be abutted to the openings of the cutouts in the side face 12 of the supporting frame 10 to push and fit the rib 31 into the cutouts 3. In this way, the restrictions of the length of the building plate 30 and an installation site are loosened for a wider application range.

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、デッキプレートな
どの建築用プレートを敷設する際に使用するプレート支
持枠に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a plate supporting frame used for laying a building plate such as a deck plate.

【0002】[0002]

【従来の技術】鉄骨造りや鉄骨鉄筋コンクリート造りの
建築物における床型枠用材料として、あるいは仮設作業
床材として、鋼板製のデッキプレートが用いられてい
る。
2. Description of the Related Art A steel plate plate is used as a material for a floor form in a steel frame or a steel reinforced concrete building or as a temporary work floor material.

【0003】図7の(a),(b)は鉄骨造りの建築物
におけるデッキプレート敷設の施工例を示す図である。
デッキプレート70は、鋼板を成形加工して複数条のリ
ブ71とフラット面72を形成したものであり、このデ
ッキプレート70のリブ71の長手方向を建屋鉄骨の梁
81,82のスパン方向に合わせて、デッキプレート7
0の端部を梁81,82に載置し、梁81,82の全長
にわたって順次敷き並べたうえで、デッキプレート70
の端部を梁81,82に溶接して接合する。この後、デ
ッキプレート70上にコンクリートを打設して床面が構
築される。
FIGS. 7 (a) and 7 (b) are views showing an example of laying a deck plate in a steel building.
The deck plate 70 is formed by forming a steel plate to form a plurality of ribs 71 and a flat surface 72. The longitudinal direction of the ribs 71 of the deck plate 70 is aligned with the span direction of the beams 81 and 82 of the building steel frame. And deck plate 7
0 are placed on the beams 81 and 82, and are sequentially laid over the entire length of the beams 81 and 82, and then the deck plate 70
Are welded to the beams 81 and 82 to join them. Thereafter, concrete is cast on the deck plate 70 to construct a floor surface.

【0004】鉄筋コンクリート造りの梁にデッキプレー
トを接合する場合は、デッキプレートの端部を木質系型
枠に釘止めする。また、デッキプレートを仮設作業床と
して使用する場合は、作業終了後にデッキプレートを取
り外して再使用する。
When joining a deck plate to a reinforced concrete beam, an end of the deck plate is nailed to a wooden formwork. When the deck plate is used as a temporary work floor, the deck plate is removed and reused after the work is completed.

【0005】[0005]

【発明が解決しようとする課題】このようなデッキプレ
ート敷設において、デッキプレートは、建築物の梁構造
に合わせて敷設可能なように設計されており、とくに梁
との接合部となるデッキプレートの端部には、鉄骨梁に
接合する場合は溶接可能なように、またコンクリート用
型枠に接合する場合は釘止め可能なように、リブのない
フラットな部分が形成されている。
In such deck plate laying, the deck plate is designed so as to be laid in accordance with the beam structure of the building, and in particular, the deck plate serving as a joint portion with the beam is designed. A flat portion without ribs is formed at the end so that it can be welded when joined to a steel beam and nailed when joined to a concrete formwork.

【0006】このためデッキプレートは、予め長さを決
めた何種類かの定尺物として製作され、実際の建築物の
梁のスパンに対してデッキプレートの長さが長過ぎる場
合は現場で端部を切断したり、短過ぎる場合は継ぎ筋を
用いたりして、長さ方向の調節を行わなければならず、
このための作業が面倒である。
[0006] For this reason, the deck plate is manufactured as several types of fixed-length objects having predetermined lengths. If the length of the deck plate is too long with respect to the span of the beam of the actual building, the deck plate will be terminated at the site. In the case of cutting the part, if it is too short, use a joint bar, you have to adjust the length direction,
The work for this is troublesome.

【0007】また、本来は床面構築用のデッキプレート
を床面以外の用途、たとえば家屋の屋根下地や壁面など
の構築用に使用したい場合、デッキプレートの端部を接
合する梁に代わる適当な支持枠がないために、このよう
な用途にデッキプレートを使用できないのが現状であ
る。
[0007] When a deck plate for building a floor surface is originally intended to be used for purposes other than the floor surface, for example, for building a roof base or a wall surface of a house, an appropriate beam is used instead of a beam for joining the ends of the deck plate. At present, the deck plate cannot be used for such a purpose because there is no support frame.

【0008】このような問題は上記のごときデッキプレ
ートに限らず、長手方向に複数条のリブを有する建築用
プレート全般にいえる問題である。
[0008] Such a problem is not limited to the deck plate as described above, but is a problem that can be generally applied to building plates having a plurality of ribs in the longitudinal direction.

【0009】本発明が解決すべき課題は、長手方向に複
数条のリブを有する建築用プレートの敷設作業の効率化
をはかるとともに、製作上の長さの制約および敷設場所
の制約を緩和して、建築用プレートの適用範囲の拡大を
図ることにある。
The problem to be solved by the present invention is to improve the efficiency of the work of laying an architectural plate having a plurality of ribs in the longitudinal direction, and to alleviate the restrictions on the manufacturing length and the place of the laying. Another object of the present invention is to expand the applicable range of a building plate.

【0010】[0010]

【課題を解決するための手段】本発明の建築用プレート
支持枠は、長手方向に複数条のリブを有する建築用プレ
ートを敷設するための支持枠であって、逆U字型の両下
端から外方に張り出したフランジ面を有する断面形状の
型材に前記建築用プレートのリブを係止する係止手段を
設けたことを特徴とする。
SUMMARY OF THE INVENTION A building plate support frame of the present invention is a support frame for laying a building plate having a plurality of ribs in a longitudinal direction. A locking means for locking a rib of the building plate is provided on a cross-sectional shape member having a flange surface protruding outward.

【0011】ここで、前記係止手段を前記型材の長手方
向に間隔をおいて複数箇所設けた支持枠とすることがで
きる。
Here, the locking means may be a support frame provided at a plurality of locations at intervals in the longitudinal direction of the mold.

【0012】前記係止手段としては、前記建築用プレー
トのリブを嵌合可能な切欠部を前記型材の逆U字型の部
分に形成したものとすることができる。切欠部の形状
は、前記建築用プレートのリブの断面形状に対応したも
のとする。また、前記型材のフランジ面に釘孔を設け
て、支持枠を建築物の梁や支柱に固定可能なものとする
ことができる。
[0012] As the locking means, a notch portion into which a rib of the architectural plate can be fitted may be formed in an inverted U-shaped portion of the shape member. The shape of the notch corresponds to the cross-sectional shape of the rib of the building plate. Further, a nail hole may be provided on a flange surface of the shape member so that the support frame can be fixed to a beam or a column of a building.

【0013】本発明の建築用プレート支持枠は、図7に
示したデッキプレートに代表されるような、長手方向に
複数条のリブを有する建築用プレートを、建築物の床
面、屋根下地、壁面などの構築用に敷設するときに使用
する。
The architectural plate support frame of the present invention comprises a building plate having a plurality of ribs in a longitudinal direction, such as a deck plate shown in FIG. Used when laying for construction of wall surfaces.

【0014】支持枠には、建築用プレートのリブを係止
する係止手段が設けられているので、たとえば家屋の床
組の根太や屋根の垂木、壁の胴縁などに固定された支持
枠に建築用プレートを係止するだけで、床面、屋根下
地、壁面などを簡単に構築することができる。また、2
個の支持枠のフランジ面の背面を互いに接合して、両側
の逆U字型の部分に建築用プレートを係止することによ
り、両面に建築用プレートを敷設した壁面を構築するこ
ともできる。これら家屋の構造物に金属製のプレートを
使用することによって、構造物の不燃化が図られる。
Since the support frame is provided with locking means for locking the ribs of the building plate, the support frame is fixed to, for example, a joist of a floor set of a house, a rafter of a roof, a rim of a wall, or the like. The floor, roof base, walls, etc. can be easily constructed simply by locking the architectural plate. Also, 2
By joining the back surfaces of the flange surfaces of the individual support frames to each other and locking the building plate to the inverted U-shaped portions on both sides, a wall surface having the building plate laid on both sides can also be constructed. By using metal plates for these house structures, the structures can be made non-combustible.

【0015】前記の係止手段として、建築用プレートの
リブを嵌合可能な切欠部を型材の逆U字型の部分に形成
した場合は、支持枠への建築用プレートの取り付けをワ
ンタッチで行うことができる。また、支持枠と組み合わ
せて使用する建築用プレートは、従来の建築用プレート
のようなリブのないフラット部分を必要としないので、
建築用プレートの製作上の長さの制約を緩和することが
できる。
In the case where a notch portion into which the rib of the architectural plate can be fitted is formed in the inverted U-shaped portion of the shape as the above-mentioned locking means, the mounting of the architectural plate to the support frame can be performed with one touch. be able to. Also, since the building plate used in combination with the support frame does not require a flat part without ribs like a conventional building plate,
It is possible to alleviate the restriction on the length of building plates.

【0016】[0016]

【発明の実施の形態】図1は本発明の実施の形態におけ
る建築用プレート支持枠を示す斜視図、図2(a)は図
1の支持枠の切欠部の正面図、(b)は同平面図、図3
は建築用プレートのリブと支持枠の切欠部との嵌合状態
を示す図、図4は木造家屋の屋根下地の構築に適用した
例を示す斜視図、図5は木造家屋の壁面の構築に適用し
た例を示す斜視図である。
FIG. 1 is a perspective view showing a building plate support frame according to an embodiment of the present invention, FIG. 2 (a) is a front view of a cutout portion of the support frame of FIG. 1, and FIG. Plan view, FIG. 3
FIG. 4 is a view showing a fitting state of a rib of a building plate and a cutout of a support frame, FIG. 4 is a perspective view showing an example applied to construction of a roof base of a wooden house, and FIG. 5 is construction of a wall of a wooden house. It is a perspective view showing the example applied.

【0017】本実施形態の建築用プレート支持枠10
は、鋼製の型材の複数箇所に建築用プレート30のリブ
31(図3,4参照)を係止する係止手段を設けたもの
である。支持枠10は、逆U字型部1と、この逆U字型
部1の両下端から外方に張り出したフランジ面2を有す
る断面形状をしており、逆U字型部1の長手方向に間隔
をおいて9箇所に、建築用プレート30のリブ31を嵌
合可能な切欠部3を形成している。
The architectural plate support frame 10 of the present embodiment.
Is provided with locking means for locking the ribs 31 (see FIGS. 3 and 4) of the building plate 30 at a plurality of locations of the steel shape. The support frame 10 has a cross-sectional shape including an inverted U-shaped portion 1 and flange surfaces 2 projecting outward from both lower ends of the inverted U-shaped portion 1. Notches 3 at which the ribs 31 of the architectural plate 30 can be fitted are formed at nine locations at intervals.

【0018】切欠部3は、図2(a)に示すように、建
築用プレート30のリブ31の断面形状に対応させて、
正面から見た形状がX型の開先形状をなすように逆U字
型部1の頂面11と側面12を部分的に切り欠いたもの
で、この切欠部3に、図3に示すように、建築用プレー
ト30のリブ31を嵌合させることにより、建築用プレ
ート30を支持枠10で支持する。
As shown in FIG. 2A, the notch 3 corresponds to the cross-sectional shape of the rib 31 of the building plate 30.
The top surface 11 and the side surface 12 of the inverted U-shaped portion 1 are partially cut out so that the shape viewed from the front forms an X-shaped groove shape. As shown in FIG. Then, the building plate 30 is supported by the support frame 10 by fitting the ribs 31 of the building plate 30.

【0019】さらに、支持枠10のフランジ面2には、
長手方向に間隔をおいて8箇所に、支持枠10を床組の
根太や屋根の垂木、壁の胴縁などに固定するための釘孔
4を設けている。
Further, on the flange surface 2 of the support frame 10,
Nail holes 4 for fixing the support frame 10 to floor joists, roof rafters, wall rims, and the like are provided at eight locations at intervals in the longitudinal direction.

【0020】建築用プレート30のリブ31と支持枠1
0の切欠部3の嵌合は、建築用プレート30のリブ31
の長手方向と支持枠10の長手方向を直交させ、建築用
プレート30のリブ31の端面と支持枠10の側面12
の切欠開口を突き合わせた状態で、リブ31を切欠部3
に押し込むことにより、両者を簡単に嵌合させることが
できる。
The ribs 31 of the architectural plate 30 and the support frame 1
The notch 3 of 0 is fitted to the rib 31 of the building plate 30.
The longitudinal direction of the support frame 10 and the longitudinal direction of the support frame 10 are orthogonal to each other, and the end face of the rib 31 of the building plate 30 and the side surface 12 of the support frame 10
The rib 31 is inserted into the notch 3
By pressing them into each other, both can be easily fitted.

【0021】図4は、支持枠10と建築用プレート30
とで木造家屋の屋根下地を構築した例を示す図である。
一般に木造家屋の屋根の構成は、小屋組に野地板を張
り、これに屋根材を取り付けたものである。本実施形態
では、この野地板として、複数条のリブを有する建築用
プレート30を用いた。図4は屋根下地の一部分を示す
図で、同図に示すように、小屋組の垂木40に支持枠1
0を釘41で固定し、この固定した支持枠10の切欠部
3に建築用プレート30のリブ31を嵌合させて建築用
プレート30を支持枠10に取り付け、屋根下地を構築
した。
FIG. 4 shows the supporting frame 10 and the building plate 30.
It is a figure which shows the example which constructed the roof base of a wooden house with.
Generally, the roof of a wooden house is constructed by attaching a roof plate to a hut combination and attaching a roofing material thereto. In this embodiment, an architectural plate 30 having a plurality of ribs is used as the base plate. FIG. 4 is a view showing a part of the roof foundation. As shown in FIG.
0 was fixed with nails 41, and the ribs 31 of the building plate 30 were fitted into the cutouts 3 of the fixed supporting frame 10 to attach the building plate 30 to the supporting frame 10, thereby constructing a roof base.

【0022】本実施形態においては、小屋組の垂木40
に支持枠10を固定し、これに建築用プレート30を取
り付けるだけで屋根下地を簡単に構築することがでる。
とくに、支持枠10への建築用プレート30の取り付け
は、切欠部3にリブ31を嵌合させるだけの簡単な作業
でできるので、多数枚の板材を垂木に釘付けする従来の
工法に比して作業効率が向上する。
In this embodiment, the rafters 40 of the hut
By simply fixing the support frame 10 to the support frame 10 and attaching the building plate 30 to the support frame 10, the roof foundation can be easily constructed.
In particular, since the mounting of the building plate 30 to the support frame 10 can be performed by a simple operation of fitting the ribs 31 to the cutouts 3, compared to the conventional method of nailing a large number of plate members to rafters. Work efficiency is improved.

【0023】また、支持枠10と組み合わせて使用する
建築用プレート30は、従来の建築用プレート70のよ
うなリブのないフラット部分を必要としないので、製作
時に長さの制約を受けることがなく、使用の際に長尺も
のを一定の長さに切断して使用するようにすることもで
きる。
Further, the architectural plate 30 used in combination with the support frame 10 does not require a flat portion without ribs, unlike the conventional architectural plate 70, so that the length is not restricted during production. At the time of use, it is also possible to cut a long piece into a certain length for use.

【0024】図5は支持枠50と建築用プレート30と
で木造家屋の壁の下地を構築した例を示す図である。本
実施形態における支持枠50は、建築用プレート30の
リブ31を嵌合可能な切欠部3を1箇所だけ形成した短
尺のものである。
FIG. 5 is a view showing an example in which the base of the wall of the wooden house is constructed by the support frame 50 and the building plate 30. The support frame 50 in the present embodiment is a short one in which the notch 3 into which the rib 31 of the building plate 30 can be fitted is formed only at one place.

【0025】木造家屋の壁の下地は、胴縁に板材を張り
付けたものであり、本実施形態では、この板材として、
複数条のリブ31を有する建築用プレート30を用い
た。図5は壁の下地の一部分を示す図で、同図に示すよ
うに、胴縁60に短尺の支持枠50を釘61で固定し、
この固定した支持枠50の切欠部51に建築用プレート
30の両端部のリブ31を嵌合させて建築用プレート3
0を支持枠50に取り付けた。壁の下地の場合は、建築
用プレート30には他から荷重が加わることはないの
で、建築用プレート30の支持は、図5に示すように、
プレート幅方向の2箇所あるいは3箇所を支持枠50で
支持するだけで十分である。
The base of the wall of the wooden house is made by attaching a plate material to the body edge. In this embodiment, this plate material is
An architectural plate 30 having a plurality of ribs 31 was used. FIG. 5 is a view showing a part of the foundation of the wall. As shown in FIG. 5, a short supporting frame 50 is fixed to the rim 60 with nails 61.
The ribs 31 at both ends of the architectural plate 30 are fitted into the notches 51 of the fixed support frame 50 so that the architectural plate 3
0 was attached to the support frame 50. In the case of the foundation of the wall, since no load is applied to the building plate 30 from other places, the support of the building plate 30 is, as shown in FIG.
It is sufficient to support two or three places in the plate width direction with the support frame 50.

【0026】本実施形態の場合も、胴縁60に支持枠5
0を固定し、これに建築用プレート30を取り付けるだ
けで壁の下地を簡単に構築することがでる。とくに、壁
の下地の場合は、建築用プレート30のリブ31を支持
枠50に取り付け箇所が少なくてすむので、多数枚の板
材を胴縁に釘付けする従来の工法に比して作業効率が格
段に向上する。
Also in this embodiment, the supporting frame 5 is
The base of the wall can be easily constructed simply by fixing the building plate 0 and attaching the building plate 30 thereto. In particular, in the case of the foundation of the wall, the number of places where the ribs 31 of the building plate 30 are attached to the support frame 50 is small, so that the working efficiency is remarkably improved as compared with the conventional construction method in which a large number of plates are nailed to the rim. To improve.

【0027】図6は図1の支持枠10と図4の建築用プ
レート30とで、間仕切り用の壁面を構築した例を示す
図である。本実施形態においては、2個の支持枠10の
フランジ面2の背面どうしを溶接し、両側の逆U字型部
1の切欠部3に建築用プレート30のリブ31を嵌合し
て、両面に建築用プレート30を敷設した。このような
壁面は、建屋の間仕切り用に好適に使用することができ
る。
FIG. 6 is a view showing an example in which a partition wall surface is constructed by the support frame 10 of FIG. 1 and the building plate 30 of FIG. In the present embodiment, the back surfaces of the flange surfaces 2 of the two support frames 10 are welded to each other, and the ribs 31 of the building plate 30 are fitted into the cutouts 3 of the inverted U-shaped portions 1 on both sides, so that both sides are fitted. The construction plate 30 was laid. Such a wall surface can be suitably used for partitioning a building.

【0028】[0028]

【発明の効果】本発明により以下の効果を奏することが
できる。
According to the present invention, the following effects can be obtained.

【0029】(1)支持枠に建築用プレートのリブを係
止する係止手段を設けたので、家屋の床組の根太や屋根
の垂木、壁の胴縁などに固定された支持枠に建築用プレ
ートを係止するだけで、床面、屋根下地、壁面などを簡
単に構築することができる。また、支持枠と組み合わせ
て使用する建築用プレートは、従来の建築用プレートの
ようなリブのないフラット部分を必要としないので、建
築用プレートの製作上の長さの制約および敷設場所の制
約が緩和され、その適用範囲を拡大することができる。
(1) Since the locking means for locking the ribs of the building plate is provided on the support frame, the building is fixed on the support frame fixed to the joists of the floor set of the house, the rafters of the roof, the rim of the wall, or the like. The floor, roof base, wall surface, etc. can be easily constructed simply by locking the plate. In addition, the building plate used in combination with the support frame does not require a flat portion without ribs, unlike the conventional building plate, so the length of the building plate and the limitation of the installation place are limited. Can be mitigated and its scope expanded.

【0030】(2)建築用プレートのリブの係止手段と
して、リブを嵌合可能な切欠部を支持枠に形成した場合
は、支持枠への建築用プレートの取り付けをワンタッチ
で行うことができ、作業効率を向上させることができ
る。
(2) When the support frame is formed with a cutout portion into which the rib can be fitted as a means for locking the rib of the architectural plate, the architectural plate can be attached to the support frame with one touch. , Work efficiency can be improved.

【0031】(3)木造建築物に適用することによっ
て、構造物の不燃化を図ることができる。
(3) By applying the present invention to a wooden building, the structure can be made nonflammable.

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

【図1】 本発明の実施の形態における建築用プレート
支持枠を示す斜視図である。
FIG. 1 is a perspective view showing an architectural plate support frame according to an embodiment of the present invention.

【図2】 (a)は図1の支持枠の切欠部の正面図、
(b)は同平面図である。
2 (a) is a front view of a cutout portion of the support frame of FIG. 1,
(B) is the same top view.

【図3】 建築用プレートのリブと支持枠の切欠部との
嵌合状態を示す図である。
FIG. 3 is a view showing a fitted state of a rib of a building plate and a cutout of a support frame.

【図4】 木造家屋の屋根下地の構築に適用した例を示
す斜視図である。
FIG. 4 is a perspective view showing an example applied to construction of a roof base of a wooden house.

【図5】 木造家屋の壁面の構築に適用した例を示す斜
視図である。
FIG. 5 is a perspective view showing an example applied to the construction of a wall surface of a wooden house.

【図6】 間仕切り用壁面の構築に適用した例を示す斜
視図である。
FIG. 6 is a perspective view showing an example applied to the construction of a partition wall surface.

【図7】 従来のデッキプレート敷設の施工例を示す図
である。
FIG. 7 is a view showing a construction example of conventional deck plate laying.

【符号の説明】[Explanation of symbols]

1 逆U字型部 2 フランジ面 3,51 切欠部 4,61 釘孔 10,50 支持枠 11 頂面 12 側面 30 建築用プレート 31 リブ 40 垂木 41,61 釘 60 胴縁 DESCRIPTION OF SYMBOLS 1 Inverted U-shaped part 2 Flange surface 3,51 Notch part 4,61 Nail hole 10,50 Support frame 11 Top surface 12 Side surface 30 Building plate 31 Rib 40 Rafter 41,61 Nail 60 Body edge

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 長手方向に複数条のリブを有する建築用
プレートを敷設するための支持枠であって、逆U字型の
両下端から外方に張り出したフランジ面を有する断面形
状の型材に前記建築用プレートのリブを係止する係止手
段を設けた建築用プレート支持枠。
1. A support frame for laying an architectural plate having a plurality of ribs in a longitudinal direction, the cross-sectional shape having a flange surface projecting outward from both lower ends of an inverted U-shape. An architectural plate support frame provided with locking means for locking a rib of the architectural plate.
【請求項2】 前記係止手段を前記型材の長手方向に間
隔をおいて複数箇所設けた請求項1記載の建築用プレー
ト支持枠。
2. The architectural plate support frame according to claim 1, wherein a plurality of said locking means are provided at intervals in a longitudinal direction of said shape member.
【請求項3】 前記係止手段として、前記建築用プレー
トのリブを嵌合可能な切欠部を前記型材の逆U字型の部
分に形成した請求項1,2記載の建築用プレート支持
枠。
3. The architectural plate support frame according to claim 1, wherein a notch portion into which the rib of the architectural plate can be fitted is formed in the inverted U-shaped portion of the shape member as the locking means.
JP16988796A 1996-06-28 1996-06-28 Building plate supporting frame Pending JPH1018548A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16988796A JPH1018548A (en) 1996-06-28 1996-06-28 Building plate supporting frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16988796A JPH1018548A (en) 1996-06-28 1996-06-28 Building plate supporting frame

Publications (1)

Publication Number Publication Date
JPH1018548A true JPH1018548A (en) 1998-01-20

Family

ID=15894806

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16988796A Pending JPH1018548A (en) 1996-06-28 1996-06-28 Building plate supporting frame

Country Status (1)

Country Link
JP (1) JPH1018548A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105298062A (en) * 2015-10-30 2016-02-03 中汇建筑集团有限公司 Assembly type self-thermal-insulation light-weight concrete wall hanging panel and installation method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105298062A (en) * 2015-10-30 2016-02-03 中汇建筑集团有限公司 Assembly type self-thermal-insulation light-weight concrete wall hanging panel and installation method

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