JPH08218547A - Support beam material for building construction substance - Google Patents
Support beam material for building construction substanceInfo
- Publication number
- JPH08218547A JPH08218547A JP4933095A JP4933095A JPH08218547A JP H08218547 A JPH08218547 A JP H08218547A JP 4933095 A JP4933095 A JP 4933095A JP 4933095 A JP4933095 A JP 4933095A JP H08218547 A JPH08218547 A JP H08218547A
- Authority
- JP
- Japan
- Prior art keywords
- plate
- joint plate
- support beam
- joint
- substrate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、建物構築物の支持桁材
に関し、特に、長尺な桁材を長さ方向に連設可能なジョ
イント部を有する支持桁材に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a supporting girder material for a building structure, and more particularly to a supporting girder material having a joint portion capable of continuously connecting long girder members in the longitudinal direction.
【0002】[0002]
【従来の技術】建物には採光、換気あるいは排煙等のた
めの構築物が付設されることがある。例えば、採光装置
は、体育館、講堂、工場等の大型の建築物の屋上の一部
を開口し、この開口部に採光用のガラスを組み込んで自
然光を屋内に採り入れるものである。このような構築物
は、図7に示すように、建物の開口部にそって配置し、
建物側に固定した基礎桁材A上に支持桁材Bを設置し、
この支持桁材Bによって、例えば、ジッパーガスケット
のような連結部材Cを介して採光用のガラスDを支持す
るものである。尚、図7は理解に便利なように基礎的構
成を示すものであり、実際には他の構成要素が複数組み
込まれている。2. Description of the Related Art Buildings may be provided with structures for daylighting, ventilation or smoke emission. For example, a daylighting device opens a part of a rooftop of a large building such as a gymnasium, an auditorium, a factory, and incorporates daylighting glass into the opening to take in natural light indoors. Such a structure is placed along the opening of the building, as shown in FIG.
Install support girder B on base girder A fixed on the building side,
The support girder B supports the daylighting glass D via a connecting member C such as a zipper gasket. Note that FIG. 7 shows a basic configuration for convenience of understanding, and actually, a plurality of other components are incorporated.
【0003】構築物は、建物の大きさによっては数十m
から百m単位の長さを有する長尺体であり、従って、支
持桁材Bもきわめて長い範囲で設置されることになる。
しかし、運搬や施工作業等の関係から支持桁材Bは構築
物全体の長さを有していることはきわめて困難なことで
あり、実際には適当な長さに形成され、現場においてジ
ョイント板を介して長さ方向に連設される。The structure is several tens of meters depending on the size of the building.
Since it is an elongated body having a length of from 100 m to 100 m, the supporting girder material B is also installed in an extremely long range.
However, it is extremely difficult for the supporting girder B to have the entire length of the structure due to transportation and construction work. In practice, the supporting girder B is formed to have an appropriate length, and a joint plate is used on site. Are continuously provided in the length direction.
【0004】図8は、支持桁材Bの一例を示すものであ
り、長尺な平板を基板としてその長さ方向両側を構築物
の内側方向に向けて折曲し、中央の基板Eの長さ方向両
側に、前記に説明した基礎桁材やガラス等との連結部
F、Gを形成したものである。このような支持桁材B
は、隣接する支持桁材B相互の端面を接合して長尺な一
本の支持桁材を形成するものである。このためには支持
桁材Bの基板Eと同じ形状を有するジョイント板Hを隣
接する支持桁材B間に架け渡し、ジョイント板Hを中心
にして支持桁材B相互の端面を接合し、両支持桁材Bと
ジョイント板Hとを溶接あるいはビス等により連結、固
定するものである。尚、図示においてジョイント板Hは
L字型に形成してあるが、この形状は基板Eの形によっ
て選択することができる。FIG. 8 shows an example of the supporting girder material B, in which a long flat plate is used as a substrate and both sides in the length direction thereof are bent toward the inner side of the structure, and the length of the substrate E at the center is increased. On both sides in the direction, the connecting portions F and G with the above-mentioned basic girder material and glass are formed. Such support girder material B
Is to join the end faces of the adjacent support girders B to each other to form one long support girder. For this purpose, a joint plate H having the same shape as the substrate E of the supporting girder B is bridged between the adjacent supporting girders B, and the end faces of the supporting girders B are joined to each other with the joint plate H at the center. The supporting girder material B and the joint plate H are connected and fixed by welding or screws. Although the joint plate H is formed in an L shape in the drawing, this shape can be selected depending on the shape of the substrate E.
【0005】[0005]
【発明が解決しようとする課題】上記する支持桁材Bと
ジョイント板Hとの連結作業は、常に建物屋上の高所で
行われるものであるが、足場が不安定であり、また、支
持桁材Bは重量のある長尺体であるから複数の作業員に
よって施工されるが、作業員相互の息が合わなかったり
等の不注意によって屋上から転落する危険性を有するも
のであった。特に、採光用の開口部に近い位置で施工作
業が行われるので転落の危険性は更に大きいものでっあ
た。The above-described work of connecting the supporting girder material B and the joint plate H is always performed at a high place on the roof of a building, but the scaffolding is unstable, and the supporting girder is unstable. Since the material B is a long and heavy body, it is constructed by a plurality of workers, but there is a risk of falling from the rooftop due to carelessness such as the workers not breathing together. In particular, since the construction work is performed at a position close to the opening for lighting, the risk of falling is even greater.
【0006】しかも、支持桁材Bとジョイント板Hとの
方向性に少しでも狂いがあると、連設した支持桁材Bの
方向性が真っ直ぐなものとはならず、ガラスDの支持状
態が不安定となり、ガラスDが内外圧の風圧に耐えられ
ず、割れる危険性を有しており、また、雨水の漏洩の原
因ともなっていた。Moreover, if there is a slight deviation in the directionality between the supporting girder material B and the joint plate H, the directionality of the consecutive supporting girder materials B will not be straight, and the glass D will be supported. It became unstable, the glass D could not stand the wind pressure of the inside and outside pressures, and there was a risk of breaking, and it was also a cause of leakage of rainwater.
【0007】本発明は、上記する従来の構築物で使用さ
れる支持桁材に鑑み、長尺な支持桁材にジョイント部を
一体に形成することにより、別にジョイント板を必要と
することなく、支持桁材相互の連設作業を短時間で容易
に行うことができ、かつ、連設する支持桁材の長さ方向
の方向性を直線状にすることのできる支持桁材を提供す
ることを目的とするものである。In view of the supporting girder material used in the above-mentioned conventional construction, the present invention forms a joint portion integrally with a long supporting girder material, thereby supporting the joint girder without the need for a separate joint plate. An object of the present invention is to provide a supporting girder member that can easily perform the connecting work between the girder members in a short time and can make the direction of the supporting girder members to be connected in the length direction linear. It is what
【0008】[0008]
【課題を解決するための手段】上記の目的を達成するた
めに本発明は、長尺な平板状基板の長さ方向両側を内側
へ折曲して連結部を形成した建物構築物の支持桁材にお
いて、基板2の端部を外方向へ突設してジョイント板5
を一体に形成するとともにジョイント板5は基板2に対
して少なくとも基板2の板厚と同じ程度の段差を形成し
て内側へ平行状としてある。また、ジョイント板5は、
基板2の連結部に合わせた折曲形状としてある。In order to achieve the above object, the present invention provides a supporting girder material for a building structure in which a long flat plate-like substrate is bent inward on both sides in the longitudinal direction to form a connecting portion. At the end of the base plate 2, the joint plate 5
And the joint plate 5 is formed in parallel with the substrate 2 by forming a step with the substrate 2 at least to the same extent as the thickness of the substrate 2. Also, the joint plate 5 is
The bent shape is adapted to the connecting portion of the substrate 2.
【0009】[0009]
【実施例】以下、図面に従って、本発明の実施例を詳細
に説明する。図1は本発明支持桁材の一実施例を示し、
この支持桁材1は建物の屋上に、例えば、採光装置のよ
うな構築物を形成するための長尺材であり、長さ方向に
複数本連設して全体として一本の支持桁材を構成するも
のであって、支持桁材1単体としては3〜10mの長さ
を有している。Embodiments of the present invention will now be described in detail with reference to the drawings. FIG. 1 shows an embodiment of the supporting girder material of the present invention,
This support girder 1 is a long material for forming a structure such as a daylighting device on the roof of a building, and a plurality of the support girders are continuously arranged in the length direction to form one support girder as a whole. The supporting girder 1 alone has a length of 3 to 10 m.
【0010】支持桁材1は、長尺な平板を基板としてお
り、基板2の長さ方向にそった両側を同じ方向、即ち、
構築物の内側方向に折曲して連結部3、4を形成し、基
板2の片側端部の一部を外方向へ平行状に突設してジョ
イント板5としたものである。尚、一方の連結部3は採
光用ガラスの連結用に使用し、他方の連結部4は建物に
固定する基礎桁材への連結用として使用し、更に、ジョ
イント板5は、隣接する支持桁材1を長さ方向へ連設す
るものである。The support girder member 1 uses a long flat plate as a substrate, and both sides along the length direction of the substrate 2 are in the same direction, that is,
The joint plate 5 is formed by bending the inward direction of the structure to form the connecting portions 3 and 4, and projecting a part of one end of the substrate 2 in the outward parallel direction. One connecting part 3 is used for connecting the lighting glass, the other connecting part 4 is used for connecting to the foundation girder material fixed to the building, and further, the joint plate 5 is used for the adjacent supporting girders. The material 1 is continuously provided in the length direction.
【0011】このような支持桁材1を形成するには、図
2、図3に示すように、連結部3、4を折曲、形成する
前の長尺な平板状基板2の片側端部に、先端縁から適当
な幅間隔位置に設けた段部6を介して端板7を形成す
る。この端板7は、段部6を境として基板2に対して少
なくとも基板2の板厚と同じ程度の段差を形成して内側
へ平行状に連設してある。In order to form such a supporting girder 1, as shown in FIGS. 2 and 3, one end portion of the long flat substrate 2 before the connecting portions 3 and 4 are bent and formed. Then, the end plate 7 is formed via the step portion 6 provided at an appropriate width interval position from the tip edge. The end plate 7 forms a step at least about the same thickness as the board 2 with respect to the board 2 with the step 6 as a boundary, and is continuously provided in parallel to the inside.
【0012】基板2の長さ方向両側のうち片側は、折り
線a b cによって折曲することにより前記の連結部
3が形成され、また他側は折り線d、eによって折曲し
て連結部4が形成されるが、端板7の両端部は、折り線
bの延長線b’と段部6とで囲まれる方形部(斜線部
分)および折り線dの延長線d’と段部6とで囲まれる
方形部(斜線部分)とは打ち抜いて取り除く。そして、
端板6の片側端部は、連結部3を形成する際同時に折り
線aの延長線a’において折曲し、ジョイント板5は図
1に示すように垂直平板に対して直角水平板を有するL
字形状としたものである。尚、段部6の形成および端板
7の両端部の打ち抜き等はプレスによって一度に行うこ
とができるが、段部6の形成、端板7の打ち抜き等はい
ずれかを先に行ってもよい。One of the two sides of the substrate 2 in the lengthwise direction is bent along a folding line abc to form the above-mentioned connecting portion 3, and the other side is bent along a folding line d and e to be connected. Although the part 4 is formed, both end parts of the end plate 7 are a rectangular part (shaded part) surrounded by the extension line b ′ of the folding line b and the step part 6 and an extension line d ′ of the folding line d and the step part. The square part (hatched part) surrounded by 6 and 5 is punched out and removed. And
One end of the end plate 6 is bent at the extension line a'of the fold line a at the same time when the connecting portion 3 is formed, and the joint plate 5 has a horizontal plate at right angles to the vertical flat plate as shown in FIG. L
It has a letter shape. The step 6 and the punching of both ends of the end plate 7 can be performed at once by pressing, but either the step 6 or the end plate 7 can be punched first. .
【0013】上記に示す構造の支持桁材1は、図4に示
すように、一方の支持桁材1aの片側に突出するジョイ
ント板5を隣接する支持桁材1bのジョイント板5を有
しない片側端部内に嵌め入れればよく、支持桁材1aの
基板2とジョイント板5との間には板厚分の段差がある
ので、支持桁材1a、1b相互は端面を接合した状態で
表面が面一状となり、長さ方向に連設される。同様にし
て複数本の支持桁材1を長さ方向に連設すれば数十m以
上の長さの一本の支持桁材1を形成することができる。
ジョイント板5と隣接する支持桁材1bとは、L字形状
の面で連設されるので上下および横方向へのがたつきは
ない。尚、ジョイント板5と隣接する支持桁材1bとは
溶接あるいはビス等により固定される。As shown in FIG. 4, the supporting girder member 1 having the above-described structure has a joint plate 5 protruding to one side of one supporting girder member 1a and a joint plate 5 of an adjacent supporting girder member 1b not having the joint plate 5. The support girders 1a and 1b may be fitted in the end portions, and there is a step difference between the substrate 2 and the joint plate 5 of the support girder 1a. It becomes one and is continuously provided in the length direction. Similarly, if a plurality of supporting girder members 1 are continuously arranged in the length direction, one supporting girder member 1 having a length of several tens of meters or more can be formed.
Since the joint plate 5 and the supporting girder member 1b adjacent to each other are connected by an L-shaped surface, there is no rattling in the vertical and horizontal directions. The joint plate 5 and the supporting girder 1b adjacent thereto are fixed by welding, screws or the like.
【0014】上記の支持桁材1におけるジョイント板5
は、L字形状に折曲した場合であるが、隣接する支持桁
材1bとの接触面積はできるだけ広いことが望ましい。
このためには図5に示すように、端板7の両側を内側方
向に折曲してジョイント板5をコ字形状とすることがで
きる。即ち、図6に示すように、端板7の片側は前記と
同じく延長線b’において打ち抜き、他側は折り線eの
延長線e’において打ち抜き、端板7を延長線a’およ
びd’において折曲するようにすればよい。尚、段部6
を介して端板7を延長線a’、d’において折曲するこ
とが困難な場合には、延長線a’部のみを折曲し、延長
線d’部は切線として切り離すか、あるいは、延長線
a’、d’ともに切線としてもよい。The joint plate 5 in the support girder 1 described above.
In the case of bending into an L shape, it is desirable that the contact area with the adjacent supporting girder member 1b is as wide as possible.
For this purpose, as shown in FIG. 5, both sides of the end plate 7 can be bent inward so that the joint plate 5 has a U-shape. That is, as shown in FIG. 6, one side of the end plate 7 is punched along the extension line b ′, and the other side is punched along the extension line e ′ of the folding line e, and the end plate 7 is extended along the extension lines a ′ and d ′. You may make a bend at. The step 6
When it is difficult to bend the end plate 7 along the extension lines a'and d'through the, the only extension line a'part is bent and the extension line d'part is cut off as a cut line, or Both the extension lines a ′ and d ′ may be cut lines.
【0015】ジョイント板5を上記のようなコ字形状と
すれば、隣接する支持桁材1bとの連設面積が大きくな
り、支持桁材1相互のがたつきが少なくなるとともに連
設状態が安定したものとなる。If the joint plate 5 has a U-shape as described above, the area of continuous connection with the adjacent supporting girder members 1b becomes large, the rattling of the supporting girder members 1 with each other is reduced, and the connected girder members 1 are kept in a connected state. It will be stable.
【0016】上記に述べた支持桁材1は、基板2の片側
端部にジョイント板5を形成した場合について説明した
が、基板2の両端部にジョイント板5を形成したもので
あってもよい。このような場合には、同じ形状であるが
ジョイント板5を有しない支持桁材1を別に準備してお
き、両支持桁材1を長さ方向へ交互に配設してジョイン
ト板5で連設するようにしてもよい。In the supporting girder material 1 described above, the joint plate 5 is formed at one end of the substrate 2, but the joint plates 5 may be formed at both ends of the substrate 2. . In such a case, a supporting girder material 1 having the same shape but having no joint plate 5 is prepared separately, and both supporting girder materials 1 are alternately arranged in the length direction and connected by the joint plate 5. It may be provided.
【0017】[0017]
【発明の効果】以上、説明した本発明によれば、長尺な
支持桁材1の端部には長さ方向にそってジョイント板5
を一体に突出して形成し、このジョイント板5は、支持
桁材1を形成する基板2との間に形成した段部6によっ
て少なくとも板厚分だけ基板2に対して内側へ平行状に
形成したことにより、ジョイント板5を隣接する支持桁
材1内に嵌め入れるだけで支持桁材1相互の端面を面一
状に接合して連設が可能となる。従って、支持桁材1相
互の連設作業を短時間にかつ簡単に行うことができ、構
築作業能率の向上を図ることができる。これによって、
屋上での施工作業にともなう転落の危険性を少なくする
ことができるものである。As described above, according to the present invention described above, the joint plate 5 is provided along the lengthwise direction at the end of the long supporting girder 1.
And the joint plate 5 is formed in parallel to the substrate 2 by at least the plate thickness by the step portion 6 formed between the joint plate 5 and the substrate 2 forming the supporting girder material 1. As a result, the end faces of the supporting girders 1 can be joined to each other in a flush manner so that the joint plates 5 can be consecutively arranged by simply fitting the joint plates 5 into the adjacent supporting girders 1. Therefore, it is possible to easily perform the continuous installation work between the support girder members 1 in a short time, and it is possible to improve the construction work efficiency. by this,
The risk of falling due to the construction work on the roof can be reduced.
【0018】ジョイント板5は、基板2に対して平行状
態で突出してあるので、ジョイント板5を隣接する支持
桁材1内に嵌め込むだけで支持桁材1相互の方向性が特
定されるものである。しかもジョイント板5は片側の支
持桁材1に一体であるから、ジョイント板5を隣接する
支持桁材1内に嵌め込んだ後、方向性を主とする位置合
わせを容易に行うことができ、支持桁材1相互の直線状
態を確保することができる。Since the joint plate 5 is projected in parallel with the substrate 2, the mutual direction of the support beam members 1 can be specified only by fitting the joint plate 5 into the adjacent support beam members 1. Is. Moreover, since the joint plate 5 is integrated with the supporting girder member 1 on one side, after the joint plate 5 is fitted into the adjacent supporting girder member 1, it is possible to easily perform the alignment mainly in the direction. It is possible to secure a straight line state between the support girder members 1.
【0019】ジョイント板5は、基板2の折曲形状と同
じ形状に合わせて折曲形成しておけば隣接する支持桁材
との連設面積を広くすることができるので、ジョイント
板5を支持桁材1内に嵌め込んだ時、ガタツキを少なく
することができる。If the joint plate 5 is bent and formed in accordance with the same shape as the bent shape of the substrate 2, the connecting area with the adjacent supporting girder material can be widened, so that the joint plate 5 is supported. When it is fitted in the girder material 1, it is possible to reduce rattling.
【図1】本発明支持桁材の一実施例を示す斜視図であ
る。FIG. 1 is a perspective view showing an embodiment of a supporting girder material of the present invention.
【図2】図1に示す支持桁材を形成するための基板の側
面図である。2 is a side view of a substrate for forming the supporting girder material shown in FIG. 1. FIG.
【図3】図1に示す支持桁材を形成するための基板の平
面図である。3 is a plan view of a substrate for forming the supporting girder material shown in FIG. 1. FIG.
【図4】支持桁材相互を連設する状態の一部の斜視図で
ある。FIG. 4 is a perspective view of a part of a state where the supporting girder members are connected to each other.
【図5】本発明支持桁材の他の形状を示す斜視図であ
る。FIG. 5 is a perspective view showing another shape of the supporting girder material of the present invention.
【図6】図5に示す支持桁材を形成するための基板の平
面図である。6 is a plan view of a substrate for forming the supporting girder material shown in FIG.
【図7】従来の採光装置のような構築物を示す概略の断
面図である。FIG. 7 is a schematic cross-sectional view showing a construct such as a conventional daylighting device.
【図8】従来の支持桁材の連設状態を示す一部の斜視図
である。FIG. 8 is a perspective view of a part of a conventional supporting girder member in a continuous installation state.
1 支持桁材 2 基板 3 連結部 4 連結部 5 ジョイント板 6 段部 7 端板 a 折り線 b 折り線 c 折り線 d 折り線 e 折り線 a’切線 b’切線 d’切線 e’切線 A 基礎桁材 B 支持桁材 C 連結部材 D ガラス E 基板 F 連結部 G 連結部 H ジョイント板 1 Support Girder 2 Substrate 3 Connecting Part 4 Connecting Part 5 Joint Plate 6 Step Part 7 End Plate a Folding Line b Folding Line c Folding Line d Folding Line e Folding Line a'Cutting Line d'Cutting Line e'Cutting Line A Foundation Girder material B Support girder material C Connection member D Glass E Substrate F Connection part G Connection part H Joint plate
Claims (2)
へ折曲して連結部を形成した建物構築物の支持桁材にお
いて、基板2の端部を外方向へ突設してジョイント板5
を一体に形成するとともにジョイント板5は基板2に対
して少なくとも基板2の板厚と同じ程度の段差を形成し
て内側へ平行状としたことを特徴とする建物構築物の支
持桁材。1. A support girder material for a building structure, comprising a long flat plate-shaped substrate bent inwardly on both sides in the length direction to form a connecting portion, and a joint is formed by projecting an end portion of the substrate 2 outward. Board 5
The supporting girder material for a building structure, wherein the joint plate 5 is formed integrally with the joint plate 5, and the joint plate 5 forms a step with the substrate 2 at least to the same extent as the plate thickness of the substrate 2 so as to be parallel to the inside.
せた折曲形状であることを特徴とする請求項1に記載す
る建物構築物の支持桁材。2. The supporting girder material for a building structure according to claim 1, wherein the joint plate 5 has a bent shape that matches the connecting portion of the substrate 2.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4933095A JPH08218547A (en) | 1995-02-15 | 1995-02-15 | Support beam material for building construction substance |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4933095A JPH08218547A (en) | 1995-02-15 | 1995-02-15 | Support beam material for building construction substance |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH08218547A true JPH08218547A (en) | 1996-08-27 |
Family
ID=12827986
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP4933095A Pending JPH08218547A (en) | 1995-02-15 | 1995-02-15 | Support beam material for building construction substance |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH08218547A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2012154142A (en) * | 2011-01-28 | 2012-08-16 | Nisshin A & C Co Ltd | Form unit |
JP2012233307A (en) * | 2011-04-28 | 2012-11-29 | Sanyo Industries Ltd | Junction structure of channel material |
CN104988991A (en) * | 2015-06-27 | 2015-10-21 | 河南奥斯派克科技有限公司 | Thin-wall inner flange C type steel post beam connecting joint and thin-wall inner flange C type steel post beam connecting structure |
CN104988987A (en) * | 2015-06-27 | 2015-10-21 | 河南奥斯派克科技有限公司 | Thin wall inner flange C-type steel ground column connecting joint and structure |
KR20180066617A (en) * | 2016-12-09 | 2018-06-19 | 인하대학교 산학협력단 | Lightweight wall frame and Manufacturing method of Lightweight wall |
-
1995
- 1995-02-15 JP JP4933095A patent/JPH08218547A/en active Pending
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2012154142A (en) * | 2011-01-28 | 2012-08-16 | Nisshin A & C Co Ltd | Form unit |
JP2012233307A (en) * | 2011-04-28 | 2012-11-29 | Sanyo Industries Ltd | Junction structure of channel material |
CN104988991A (en) * | 2015-06-27 | 2015-10-21 | 河南奥斯派克科技有限公司 | Thin-wall inner flange C type steel post beam connecting joint and thin-wall inner flange C type steel post beam connecting structure |
CN104988987A (en) * | 2015-06-27 | 2015-10-21 | 河南奥斯派克科技有限公司 | Thin wall inner flange C-type steel ground column connecting joint and structure |
KR20180066617A (en) * | 2016-12-09 | 2018-06-19 | 인하대학교 산학협력단 | Lightweight wall frame and Manufacturing method of Lightweight wall |
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