JP2000064475A - Mounting structure for wall panel and method for improving planarity - Google Patents

Mounting structure for wall panel and method for improving planarity

Info

Publication number
JP2000064475A
JP2000064475A JP10234366A JP23436698A JP2000064475A JP 2000064475 A JP2000064475 A JP 2000064475A JP 10234366 A JP10234366 A JP 10234366A JP 23436698 A JP23436698 A JP 23436698A JP 2000064475 A JP2000064475 A JP 2000064475A
Authority
JP
Japan
Prior art keywords
wall panel
section
horizontal member
shaped
shaped cross
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
JP10234366A
Other languages
Japanese (ja)
Inventor
Ryohei Shimizu
良平 清水
Kaneo Akita
金男 秋田
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.)
Asahi Chemical Industry Co Ltd
Original Assignee
Asahi Chemical Industry 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 Asahi Chemical Industry Co Ltd filed Critical Asahi Chemical Industry Co Ltd
Priority to JP10234366A priority Critical patent/JP2000064475A/en
Publication of JP2000064475A publication Critical patent/JP2000064475A/en
Pending legal-status Critical Current

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  • Load-Bearing And Curtain Walls (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a mounting structure for a wall panel and a method for improving planarity capable of improving planarity of an upper end part of the wall panel easily and correcting a deviation of the upper end part of the wall panel easily when the upper part of the wall panel is to be attached by being protruded upward in a veranda part and a parapet part. SOLUTION: A horizontal member 11 which brings its collar part 11b into contact with an inner side face of a wall panel 6 and has a substantially L- shaped cross section is provided across adjacent wall panels 6 in upper end parts of them. On the other hand, barlike members 12 having a platelike terminal part 12a in an upper end part are driven into upper header faces 6a close to longitudinal joints of mutual wall panels 6, respectively, and the platelike terminal part 12a of the barlike member 12 is welding and fixed to a substantially plan part 11a of an angle 11.

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、ベランダ部、パラ
ペット部、連窓開口における腰壁部などで、壁パネルの
上部を上方へはねだして構成する、建築用壁パネルの取
付構造及び該壁パネルの面精度を出す方法に関するもの
である。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure for mounting a wall panel for construction, which comprises a veranda portion, a parapet portion, a waist wall portion in a continuous window opening, and the like, in which the upper portion of the wall panel is pushed upward. The present invention relates to a method for obtaining surface accuracy of wall panels.

【0002】[0002]

【従来の技術】建築用壁パネルにより、該壁パネルの上
部を上方へはねだして壁面を構築する場合、隣り合う壁
パネルにずれが生じ、面精度が出ないことはよくあり、
その場合、壁パネルのずれを修正する必要がある。
2. Description of the Related Art With a building wall panel, when a wall surface is constructed by bouncing the upper part of the wall panel upward, a gap between adjacent wall panels often occurs and the surface accuracy is often poor.
In that case, it is necessary to correct the displacement of the wall panel.

【0003】壁パネルのずれを集成する第1の従来例を
図5により説明する。この方法は、隣接する壁パネル5
1の相互にずれがあった場合、隣合う壁パネル51の突
き合わせ端部の表裏両側もしくは片側に、添え板52を
添えて、万力53で締め付けてずれを修正して面精度を
出し、壁パネル51の長辺側面に施した丸溝加工部54
に、目地モルタル55を充填し、モルタルが硬化後に、
万力53と添え板52を取り外すというものである。
A first conventional example in which the displacement of the wall panel is assembled will be described with reference to FIG. This method uses adjacent wall panels 5
If there is a deviation from each other, the attachment plates 52 are attached to both sides or one side of the abutting ends of the adjacent wall panels 51, and the vise 53 is tightened to correct the deviation to obtain surface accuracy. Round groove processing part 54 on the long side of the panel 51
Then, the joint mortar 55 is filled, and after the mortar is hardened,
The vise 53 and the attachment plate 52 are removed.

【0004】特開平6−307049号公報に開示され
ている第2の従来例を図6に示す。この方法は、上部水
平部材56の透孔56aに丸棒57を挿通して壁パネル
51上部に挿入して透孔56a部分で溶接することによ
って、壁パネル51の取り付けを行うというものであ
る。なお、58は隣接する壁パネル51の間の縦パネル
目地51aに配置され上端部にL字型の金具58aを固
着したフラットバーである。
A second conventional example disclosed in Japanese Patent Laid-Open No. 6-307049 is shown in FIG. In this method, the wall panel 51 is attached by inserting the round bar 57 into the through hole 56a of the upper horizontal member 56, inserting the round bar 57 into the upper portion of the wall panel 51, and welding the through hole 56a. Reference numeral 58 is a flat bar which is arranged in the vertical panel joint 51a between the adjacent wall panels 51 and has an L-shaped metal fitting 58a fixed to the upper end thereof.

【0005】特開平9−170271号公報に開示され
ている第3の従来例を図7に示す。この方法は、壁パネ
ル51の長辺側面に施した丸溝加工部54に、丸パイプ
59をはめ込むことによって壁パネル51のずれを修正
しようというものである。
FIG. 7 shows a third conventional example disclosed in Japanese Unexamined Patent Publication No. 9-170271. This method is to correct the misalignment of the wall panel 51 by fitting a round pipe 59 into the round groove processing portion 54 formed on the long side surface of the wall panel 51.

【0006】特開平10−8546号公報に開示されて
いる第4の従来例を図8に示す。この方法は、コ字型の
金物60を壁パネル目地51aの上部に挟んで、壁パネ
ル51のずれを修正しようとするものである。なお、6
1は壁パネル51を取り付ける水平梁であり、62は壁
パネル51の内側面と当接する定規アングルであり、6
3は壁パネル51の重量を支持する受けアングルであ
り、更に、64は壁パネル51を定規鋼材62に取り付
けるイナズマプレートである。
FIG. 8 shows a fourth conventional example disclosed in Japanese Patent Laid-Open No. 10-8546. This method is intended to correct the misalignment of the wall panel 51 by sandwiching the U-shaped metal piece 60 in the upper portion of the wall panel joint 51a. 6
1 is a horizontal beam to which the wall panel 51 is attached, 62 is a ruler angle that abuts the inner surface of the wall panel 51, 6
Reference numeral 3 is a receiving angle for supporting the weight of the wall panel 51, and 64 is a lightning plate for attaching the wall panel 51 to the ruler steel material 62.

【0007】[0007]

【発明が解決しようとする課題】上記第1の従来例で
は、隣り合う壁パネル51を固定するために、モルタル
を用いるため、モルタルが硬化するまで、万力53を取
り除くことができない。モルタルが硬化するためには、
相当の時間を費やすため、日を改めて修正工具である万
力53や添え板52を外しに行かなければならないとい
う問題があった。また、ずれ一箇所に対して、万力53
と添え板52を必要とするが、不足が生じないように準
備しておくのはかなり重量的にも負担となり、モルタル
の付着によって添え板52の表面に凹凸が生じた場合に
は、再使用のために清掃作業が発生するという問題もあ
った。
In the above-mentioned first conventional example, since the mortar is used to fix the adjacent wall panels 51, the vise 53 cannot be removed until the mortar is hardened. In order for the mortar to harden,
Since a considerable amount of time is spent, there has been a problem that the vise 53 and the attachment plate 52, which are correction tools, have to be removed again one day. In addition, vise 53
However, it is a heavy burden to prepare so that there is no shortage, and if the surface of the support plate 52 becomes uneven due to the adhesion of mortar, it can be reused. There was also a problem that cleaning work was required because of this.

【0008】次に、第2の従来例では、上部水平部材5
6は、壁パネル51に対して丸棒57のみで固定されて
おり、また、丸棒57は上部水平部材56に対して透孔
56a部分の一点でのみ溶接固定されているため、簡単
な作業で取り付けることが出来るが、面外の拘束力が小
さく、容易に変形しやすいという問題点があった。特
に、隣り合う壁パネル51のずれが大きな場合には、垂
直片56bが壁パネル51の内側面から離れてしまい、
隣接する壁パネル51の相互のずれを修正することが出
来なかった。また、丸棒57を壁パネル51の上部小口
面に打ち込む際に、現場作業の精度の悪さより、曲がっ
て打ち込まれた場合には、特に面外の拘束力が小さくな
ってしまい、経時変化によって、隣り合う壁パネル51
の相互のずれがしだいに顕在化してくるという問題もあ
った。
Next, in the second conventional example, the upper horizontal member 5
6 is fixed to the wall panel 51 only by the round bar 57, and the round bar 57 is welded and fixed to the upper horizontal member 56 at only one point of the through hole 56a. However, there is a problem that the out-of-plane restraint force is small and it is easily deformed. Particularly, when the deviation between the adjacent wall panels 51 is large, the vertical piece 56b is separated from the inner side surface of the wall panel 51,
The misalignment between the adjacent wall panels 51 could not be corrected. In addition, when the round bar 57 is driven into the upper edge surface of the wall panel 51, if it is driven in a curved manner due to the poor precision of the site work, the out-of-plane restraining force becomes small, and it may change over time. , Adjacent wall panels 51
There was also the problem that the mutual deviations of the two would gradually become apparent.

【0009】さらに、第3の従来例では、壁パネル51
の丸溝加工部54を利用してずれを修正するため、壁パ
ネル51相互の丸溝加工54の精度によって壁パネル5
1のずれが左右されるという問題があり、壁パネル51
相互の丸溝加工54が精度良く加工されている場合に
は、問題なく壁パネル51のずれを修正することが出来
るものの、特に誤差が大きい場合は、全く壁パネル51
のずれを修正することができなかった。壁パネル51の
丸溝加工54は予め工場などで行うが、壁パネル51に
反りが有る場合には、丸溝加工54の精度も壁パネル5
1の反り寸法に応じて悪くなりやすく、特に、そのよう
な場合こそ壁パネル51に反りが有って、隣り合う壁パ
ネル51のずれが大きくなりやすいのであって、一般に
第3の従来例による技術では、有効に壁パネル51のず
れを修正することが出来ない場合が多く問題であった。
Further, in the third conventional example, the wall panel 51 is used.
Since the misalignment is corrected by using the round groove processing portion 54 of the wall panel 5, the wall panel 5 is adjusted depending on the accuracy of the round groove processing 54 between the wall panels 51.
There is a problem that the shift of 1 depends on the wall panel 51.
When the mutual circular groove processing 54 is processed with high accuracy, the misalignment of the wall panel 51 can be corrected without any problem, but when the error is particularly large, the wall panel 51 is completely absent.
I couldn't fix the gap. Although the round groove processing 54 of the wall panel 51 is performed in advance in a factory or the like, if the wall panel 51 has a warp, the accuracy of the round groove processing 54 is also improved.
According to the first conventional example, the wall panel 51 tends to warp and the adjacent wall panels 51 are more likely to be displaced. In many cases, the technology cannot effectively correct the displacement of the wall panel 51.

【0010】第4の従来例では、壁パネル51のずれを
修正することに関しては、有効な技術であるものの、壁
パネル51間目地上部に取り付けたコ字型の金物60の
ツバ部60aが、壁パネル51上部の外側面の垂直面部
に出てくるため、壁パネル51の上に笠木を取り付ける
場合には、笠木によって前記ツバ部60aを外観上覆い
隠すことも可能であるが、壁パネル51の上にサッシを
納める場合などには、前記ツバ部60aがサッシ下部に
設けられる水切りの下方に露出するため、外観上見苦し
く使用できないという問題点があった。
In the fourth conventional example, although the technique for correcting the displacement of the wall panel 51 is an effective technique, the collar portion 60a of the U-shaped metal piece 60 attached to the above-ground portion between the wall panels 51 is Since it comes out on the vertical surface of the outer surface of the upper part of the wall panel 51, it is possible to cover the brim portion 60a with the head tree when the head board is mounted on the wall panel 51. For example, when the sash is stored on the 51, the brim portion 60a is exposed below the drainer provided at the lower portion of the sash, and thus there is a problem in that the appearance is unsightly and unusable.

【0011】本発明の課題は、上記のような従来の方法
が有する問題を解決し得る壁パネルの取付構造、及び面
精度出し方法を提供することである。
An object of the present invention is to provide a mounting structure for a wall panel and a surface precision adjusting method capable of solving the problems of the conventional methods as described above.

【0012】[0012]

【課題を解決するための手段】請求項1に示された発明
は、水平梁の上フランジに設置された定規鋼材と、壁パ
ネル下部に取り付けられた受け鋼材の2ヶ所で固定され
る壁パネルの取付構造であって、壁パネルの上部には上
部小口面に当接或いは近接する略平面部と壁パネル内側
面に当接するツバ部とを有する略L字状の断面の水平部
材が、隣接する壁パネルの上端部にパネル縦目地部に跨
がるように長手方向に取り付けられ、隣接する壁パネル
の各縦目地近傍の上部小口面には、上端部に板状基端部
を有する棒状部材が打ち込まれ、該板状基端部が前記断
面略L字状の水平部材の略平面部に溶接固定されること
を特徴とする壁パネルの取付構造である。
According to a first aspect of the present invention, there is provided a wall panel fixed at two points: a ruler steel material installed on an upper flange of a horizontal beam and a receiving steel material attached to a lower part of the wall panel. And a horizontal member having a substantially L-shaped cross section having a substantially flat surface portion that abuts or approaches the upper edge surface and a brim portion that abuts the inner surface of the wall panel adjacent to the upper portion of the wall panel. It is attached to the upper end of the wall panel in the longitudinal direction so as to straddle the vertical joints of the wall panel, and the upper edge face in the vicinity of each vertical joint of the adjacent wall panel has a plate-like base end at the upper end. A wall panel mounting structure is characterized in that a member is driven in and the plate-shaped base end portion is welded and fixed to a substantially flat surface portion of the horizontal member having a substantially L-shaped cross section.

【0013】請求項1の発明は、前述のように構成した
ため、壁パネルに反りなどがあり、隣り合う壁パネル相
互にずれが生じた場合、断面略L字状の水平部材のツバ
部を、壁パネルの内側面に当接させ、壁パネル相互の縦
目地寄りの上部小口面に打ち込まれた、棒状部材の板状
基端部に溶接固定するため、第2の従来例とは異なり、
棒状部材の板状基端部を所定の長さ寸法で確実に前記断
面略L字状の水平部材に溶接固定することが可能であ
り、棒状部材の棒状部と断面略L字状の水平部材のツバ
部が所定の間隔にて堅固に保持することが出来、そのた
め、隣り合う壁パネルの相互のずれを矯正して修正する
ことができ、経時変化によって隣り合う壁パネルの相互
のずれが顕在化するという第2の従来例のような問題を
起こすことを回避することが可能である。なお、前記棒
状部材の板状基端部は、前記断面略L字状の水平部材に
対して所定の長さ寸法で溶接固定するが、その所定寸法
は、3cm以上とするのが、棒状部材の棒状部と断面略
L字状の水平部材のツバ部が所定の間隔にて堅固に保持
するという点からして、好ましい。
According to the invention of claim 1, since it is configured as described above, when the wall panels are warped or the like and the adjacent wall panels are displaced from each other, the brim portion of the horizontal member having a substantially L-shaped cross section is Since it is fixed to the plate-shaped base end portion of the rod-shaped member, which is abutted against the inner side surface of the wall panel and is driven into the upper edge surfaces of the wall panels which are close to the vertical joints, unlike the second conventional example,
It is possible to reliably weld and fix the plate-shaped base end portion of the rod-shaped member to the horizontal member having a substantially L-shaped cross section with a predetermined length dimension, and the rod-shaped portion of the rod-shaped member and the horizontal member having a substantially L-shaped cross-section. The brim portion of the wall can be firmly held at a predetermined interval, so that the misalignment of the adjacent wall panels can be corrected and corrected, and the misalignment of the adjacent wall panels becomes apparent due to aging. It is possible to avoid causing the problem of the second conventional example of being changed. The plate-shaped base end portion of the rod-shaped member is welded and fixed to the horizontal member having a substantially L-shaped cross section with a predetermined length dimension, and the predetermined dimension is 3 cm or more. This is preferable from the viewpoint that the rod-shaped portion and the brim portion of the horizontal member having a substantially L-shaped cross section are firmly held at a predetermined interval.

【0014】また、請求項1の発明では、第2の従来例
とは異なり、隣接する2枚の壁パネル相互の縦目地寄り
の上部小口面に、板状基端部を有する棒状部材が設けら
れているため、隣接する2枚の壁パネルに各々設けられ
た隣接する2つの棒状部材の距離を小さくすることが可
能であり、そのため、隣接する2枚の壁パネル相互のず
れを補正するための矯正力を特に有効に働かせることが
出来る。なお、壁パネルの上部小口面に対して棒状部材
を設ける位置は、縦目地から200mm程度より小さく
するのが良く、150mm以下の近接した位置とするの
が特に好ましい。
Further, in the invention of claim 1, unlike the second conventional example, a bar-shaped member having a plate-shaped base end portion is provided on the upper edge face of the adjacent two wall panels which are close to the vertical joint. Therefore, it is possible to reduce the distance between the two adjacent rod-shaped members provided on the two adjacent wall panels, and therefore, to correct the displacement between the two adjacent wall panels. The correction power of can be used particularly effectively. The position where the rod-shaped member is provided on the upper edge surface of the wall panel is preferably smaller than about 200 mm from the vertical joint, and it is particularly preferable that the position is close to 150 mm or less.

【0015】なお、この請求項1の発明による取付構造
で、後述する請求項5の発明によって万力53による仮
固定を行うことも出来、第1の従来例のような添え板5
2に対してではなく、断面略L字状の水平部材のツバ部
に対して行うことが出来るため、添え板52を用意して
おく必要はなくなる。万力53による仮固定も、棒状部
材の板状基端部を前記断面略L字状の水平部材に対して
溶接固定するまでの短時間のみであり、数多くの万力5
3を用意しておく必要はまったくない。
With the mounting structure according to the invention of claim 1, provisional fixing with a vise 53 can be carried out according to the invention of claim 5 described later, and the attachment plate 5 as in the first conventional example.
Since it can be performed on the brim portion of the horizontal member having a substantially L-shaped cross section instead of on the second portion, it is not necessary to prepare the attachment plate 52. The temporary fixing with the vise 53 is also only for a short time until the plate-shaped base end portion of the rod-shaped member is welded and fixed to the horizontal member having the substantially L-shaped cross section, and many vise 5 are used.
There is no need to prepare the 3 at all.

【0016】さらに、棒状部材の板状基端部を断面略L
字状の水平部材に対して任意の適正な位置に保持した状
態で溶接固定することが可能であり、そのため、第3の
従来例のように、丸溝加工部54の精度などの壁パネル
の寸法精度に依存せずに、隣接する2枚の壁パネル相互
のずれを確実に補正することが可能である。
Further, the plate-shaped base end portion of the rod-shaped member has a substantially L-shaped cross section.
It is possible to perform welding and fixing to a character-shaped horizontal member in a state where it is held at any appropriate position. Therefore, as in the third conventional example, the accuracy of the round groove processing portion 54 and the like of the wall panel can be improved. It is possible to reliably correct the deviation between the two adjacent wall panels without depending on the dimensional accuracy.

【0017】さらには、第4の従来例との比較にあって
は、壁パネル上部の外側面の垂直面部にツバ部60aの
ような金物部分が露出しないので、壁パネルの上にサッ
シを納める場合などにも、サッシの下部に設けられる水
切りの下方に金物部分が露出することがないため、外観
上見苦しくなることもない。
Further, in comparison with the fourth conventional example, since the metal part such as the brim 60a is not exposed on the vertical surface part of the outer surface of the upper part of the wall panel, the sash is placed on the wall panel. In such a case, the metal part is not exposed below the drainer provided in the lower part of the sash, so that the appearance does not become unsightly.

【0018】以上に加えて、請求項1の発明では、壁パ
ネル同士が略断面L字状水平部材を介して上端部に板状
基端部を有する棒状部材で繋がっているため、壁パネル
に作用する例えば面外方向力を、隣接する2枚の壁パネ
ルで荷重負担しあい、さらには、隣接する数枚の壁パネ
ルにも部分的に荷重を伝達・負担させることが可能とな
り、壁面全体で荷重負担することが出来る。すなわち、
壁パネル1枚のみに面外方向力が集中してかかることが
なく、力を分散することが出来、壁パネルの取付構造と
して安全度の高いものとすることが容易である。なお、
この場合に、略断面L字状水平部材の長さを、単に隣接
する2枚の壁パネルのみにわたる短い寸法ではなく、隣
接する数枚の壁パネルにわたる長い寸法の構成とすれ
ば、以上に説明した作用効果はより確実になり、好まし
い構成と言える。
In addition to the above, in the invention of claim 1, since the wall panels are connected to each other by the rod-shaped member having the plate-shaped base end portion at the upper end portion through the horizontal member having the substantially L-shaped cross section, For example, an out-of-plane force acting on the wall surface can be shared between two adjacent wall panels, and the load can be partially transmitted and shared between several adjacent wall panels. Can bear the load. That is,
The out-of-plane direction force is not concentrated and applied to only one wall panel, the force can be dispersed, and it is easy to provide a highly secure wall panel mounting structure. In addition,
In this case, if the length of the horizontal member having the substantially L-shaped section is set to have a long dimension that extends over several adjacent wall panels instead of a short dimension that extends over only two adjacent wall panels, the above description will be made. The function and effect described above become more reliable and can be said to be a preferable configuration.

【0019】次に、請求項2に示された発明は、前記壁
パネルの取付構造において、壁パネル相互の縦目地間に
は、少なくとも水平梁の上フランジ近傍から、壁パネル
の最上部近傍までフラットバーが設置され、該フラット
バーは直接的あるいは間接的に水平梁に固定され、前記
断面略L字状の水平部材は前記したフラットバーにも固
着されて構成されたものである。
[0019] Next, the invention as set forth in claim 2 is, in the wall panel mounting structure, between the vertical joints of the wall panels at least from the vicinity of the upper flange of the horizontal beam to the vicinity of the top of the wall panel. A flat bar is installed, the flat bar is directly or indirectly fixed to a horizontal beam, and the horizontal member having a substantially L-shaped cross section is fixed to the flat bar.

【0020】請求項2の発明は、前述のように構成した
ため、請求項1の発明の構成が有する作用効果に加え
て、次のような作用効果を有している。
Since the invention of claim 2 is configured as described above, it has the following operational effect in addition to the operational effect of the configuration of the invention of claim 1.

【0021】まず、隣接する2枚の壁パネルに各々設け
られた隣接する縦目地寄りの2つの棒状部材の位置の2
箇所に加えて、さらに壁パネル相互の縦目地位置の最上
部近傍でも、前記断面略L字状の水平部材が間接的に水
平梁に固定されたフラットバーにも固着されて、合計3
箇所で前記断面略L字状の水平部材を固定することにな
るため、請求項1の発明以上に、隣接する2枚の壁パネ
ル相互のずれを補正するための矯正力を有効に作用させ
ることが可能となる。
First, two positions of two bar-shaped members, which are provided on two adjacent wall panels and are adjacent to the adjacent vertical joints, are located at two positions.
In addition to the location, the horizontal member having a substantially L-shaped cross section is also fixed to the flat bar indirectly fixed to the horizontal beam in the vicinity of the uppermost positions of the vertical joints of the wall panels, for a total of 3
Since the horizontal member having a substantially L-shaped cross section is fixed at a position, the correction force for correcting the displacement between the two adjacent wall panels is effectively applied, more than the invention of claim 1. Is possible.

【0022】繰り返して説明すれば、前記合計3箇所で
前記断面略L字状の水平部材の位置が拘束されることに
なり、壁パネルに反りなどが発生して、隣り合う壁パネ
ルのずれが特に大きな場合であっても、断面略L字状の
水平部材のツバ部を隣接する2枚の壁パネルの内側面の
垂直面部に連続して当接状態を保持することが可能であ
る。特に、請求項2発明の構成では、隣り合う壁パネル
のずれが発生する位置である壁パネル相互の縦目地位置
の正にその部分で、断面略L字状の水平部材が固着され
ているために、隣り合う壁パネルのずれが経時変化など
でまったく顕在化することない有効な技術である。な
お、壁パネルの上部小口面に対して棒状部材を設ける位
置は、壁パネルの相互の縦目地位置でも断面略L字状の
水平部材を固定しているため、請求項1の発明との比較
で、縦目地から離れた位置とすることが出来、縦目地か
ら300mm程度以下とすればよく、200mm以下の
近接した位置とするのがより好ましい。
To reiterate, the positions of the horizontal members having a substantially L-shaped cross section are constrained at the above-mentioned three positions in total, so that the wall panels are warped and the adjacent wall panels are displaced. Even in the case of a particularly large size, the brim portion of the horizontal member having a substantially L-shaped cross section can be continuously kept in contact with the vertical surface portions of the inner side surfaces of the two adjacent wall panels. In particular, in the structure of the second aspect of the present invention, since the horizontal member having a substantially L-shaped cross section is fixed at the position of the vertical joint position between the wall panels, which is the position where the displacement of the adjacent wall panels occurs, exactly. In addition, this is an effective technology in which the displacement between adjacent wall panels does not become apparent due to changes over time. At the position where the rod-shaped member is provided on the upper edge surface of the wall panel, the horizontal member having a substantially L-shaped cross-section is fixed even at the mutual vertical joint positions of the wall panel, so comparison with the invention of claim 1 Then, it is possible to set the position away from the vertical joint, and it may be about 300 mm or less from the vertical joint, and it is more preferable that the positions are close to each other by 200 mm or less.

【0023】また、請求項2の発明の構成では、壁パネ
ルは、水平梁の上フランジに設置された定規鋼材の位置
と、壁パネルの最下部に設置された受け鋼材の位置の2
カ所で固定されていることに加え、断面略L字状の水平
部材からフラットバーを介して直接的あるいは間接的に
水平梁にも取り付けられることによって、壁パネル上部
でも固定されることになり、壁パネルに作用する風荷重
や人的な荷重に対して、より大きな荷重にも耐えられる
壁パネルの取付構造とすることが可能である。
According to the second aspect of the invention, the wall panel has two positions, that is, the position of the ruler steel material installed on the upper flange of the horizontal beam and the position of the receiving steel material installed on the lowermost part of the wall panel.
In addition to being fixed in place, it can also be fixed to the upper part of the wall panel by being attached directly or indirectly to a horizontal beam through a flat bar from a horizontal member having a substantially L-shaped cross section, It is possible to provide a wall panel mounting structure capable of withstanding a larger load against a wind load or a human load acting on the wall panel.

【0024】重ねて説明すれば、壁パネルにかかる例え
ば面外方向力の一部をフラットバーが負担する構成であ
るため、壁パネルが負担する面外方向力を小さくするこ
とが出来、壁パネル設計上も有利になり、壁パネルの内
部に埋設される補強鉄筋などの量を減らして、壁パネル
の工場における生産性を向上させることも可能である。
加えて、壁パネルの取付部位置の内で、水平梁の上フラ
ンジに設置された定規鋼材の位置と、壁パネルの最下部
に設置された受け鋼材の位置の2カ所では、請求項1の
発明の構成との比較で、取付部に作用する荷重も低減さ
れるため、より軽微な取付構造とすることが可能であ
り、場合によっては、フックボルトなどを用いて、施工
現場で取付部を形成するなども可能となり、その面で
も、壁パネルの工場において、予め埋込金具などの取付
用の金具を壁パネル内部に設けられる補強鉄筋に固着し
てセットして設けておく必要もなくなり、工場での生産
性を向上させることが可能である。
Explaining again, since the flat bar bears a part of the out-of-plane direction force applied to the wall panel, the out-of-plane direction force carried by the wall panel can be reduced, and the wall panel can be reduced. It is also advantageous in terms of design, and it is also possible to improve the productivity of the wall panel in the factory by reducing the amount of reinforcing bars and the like buried inside the wall panel.
In addition, in the mounting position of the wall panel, there are two positions, that is, the position of the ruler steel material installed on the upper flange of the horizontal beam and the position of the receiving steel material installed at the bottom of the wall panel. Compared to the configuration of the invention, the load acting on the mounting portion is also reduced, so a lighter mounting structure can be achieved.In some cases, using hook bolts, etc., the mounting portion can be mounted at the construction site. It is also possible to form it, and also in that aspect, it is not necessary to fix the metal fittings such as the embedded metal fittings to the reinforcing bars provided inside the wall panel in advance in the wall panel factory. It is possible to improve the productivity in the factory.

【0025】なお、請求項1の発明で説明した壁面全体
で荷重負担することが出来る作用効果は、請求項2の発
明の構成とすることにより、より確実に隣接する数枚の
壁パネルにわたって荷重負担をさせることが可能であ
る。すなわち、断面略L字状の水平部材が請求項1の発
明の構成以上に堅固に壁パネルに対して一体化されて固
着されているため、より荷重伝達も確実となり、よっ
て、壁面全体で荷重負担することが出来る作用効果はよ
り確実になる。
The effect of being able to bear the load on the entire wall surface described in the invention of claim 1 is that the structure of the invention of claim 2 ensures that the load is more reliably applied to several adjacent wall panels. It can be burdened. That is, since the horizontal member having a substantially L-shaped cross section is more firmly integrated and fixed to the wall panel than the structure of the invention of claim 1, the load transmission is further ensured, and thus the load is applied on the entire wall surface. The effect that can be paid becomes more certain.

【0026】請求項3に示された発明は、前述の請求項
2に示す壁パネルの取付構造において、断面略L字状の
水平部材において、壁パネルの縦目地位置で壁パネルの
厚さ方向の中央位置に、略平面部にスリット状の穴ある
いは切欠きが設けられてあり、前記フラットバーの上端
部が前記スリット状の穴あるいは切欠きに通され、前記
断面略L字状の水平部材と前記フラットバーが上方向か
ら溶接固定されたものである。
According to a third aspect of the present invention, in the wall panel mounting structure according to the second aspect, in the horizontal member having a substantially L-shaped cross section, the wall panel has a vertical joint position in the thickness direction of the wall panel. Is provided with a slit-shaped hole or notch in a substantially flat portion at the central position of the flat bar, and the upper end of the flat bar is passed through the slit-shaped hole or notch, and the horizontal member has a substantially L-shaped cross section. And the flat bar is welded and fixed from above.

【0027】請求項3の発明は、前述したように構成し
たため、請求項1あるいは請求項2の発明における作用
効果に加え、前記フラットバーの上端部が前記断面略L
字状の水平部材に設けられたスリット状の穴あるいは切
欠きに通され、前記断面略L字状の水平部材と前記フラ
ットバーを上方向から溶接固定することが出来るため、
簡便な取付作業で施工現場における作業性を向上させる
ことが可能である。また、溶接作業も下向きの溶接であ
るため、溶接品質を確保し易く、壁パネルの取付部構造
全体の安全性も、現場作業者の溶接の技量にかかわらず
安定して確保することが容易となる。
Since the invention of claim 3 is configured as described above, in addition to the effect of the invention of claim 1 or 2, the upper end portion of the flat bar has the cross section substantially L.
Since the horizontal member having a substantially L-shaped cross section and the flat bar can be welded and fixed from above by being passed through the slit-shaped hole or notch provided in the horizontal member having the L-shape,
It is possible to improve workability at the construction site with simple installation work. Also, since the welding work is downward welding, it is easy to ensure the welding quality, and it is easy to ensure the safety of the entire wall panel mounting structure regardless of the welding skill of the site worker. Become.

【0028】請求項4に示された発明は、前述の請求項
2に示す壁パネルの取付構造において、壁パネル上部小
口面の縦目地位置近傍に当接あるいは近接し、壁パネル
の厚さ方向の中央位置に、前記フラットバーの上端部を
挿通するスリット状の穴あるいは切欠きを形成したフラ
ットバー固定部と、壁パネルの内側面寄りの端部に設け
られた前記断面略L字状の水平部材に対して固定される
水平部材固定部とを有する繋ぎ金具によって、前記フラ
ットバーと前記断面略L字状の水平部材とを固着したも
のである。
According to a fourth aspect of the present invention, in the wall panel mounting structure according to the above-mentioned second aspect, the wall panel is attached in the vicinity of the vertical joint position on the upper edge face of the wall panel or close to the wall panel in the thickness direction of the wall panel. A flat bar fixing portion having a slit-shaped hole or a notch for inserting the upper end portion of the flat bar at a central position of the flat bar, and the substantially L-shaped cross section provided at an end portion near the inner side surface of the wall panel. The flat bar and the horizontal member having a substantially L-shaped cross section are fixed to each other by a connecting member having a horizontal member fixing portion fixed to the horizontal member.

【0029】請求項4の発明は、前述のように構成した
ため、請求項3の発明と同様の作用効果を有するに加
え、繋ぎ金具によってフラットバーの上端部と断面略L
字状の水平部材とを繋いで構成することが出来、そのた
め、請求項3の発明のように断面略L字状の水平部材そ
のものにフラットバーの上端部を挿通するスリット状の
穴あるいは切欠きを形成する必要がなくなり、よって、
後述する第4実施例(図4)のように、断面略L字状の
水平部材としてアングル(山型鋼)などの汎用の部材を
用いることが可能となる。
Since the invention of claim 4 is configured as described above, it has the same effect as the invention of claim 3, and in addition to the upper end portion of the flat bar and the cross section substantially L by the connecting metal fitting.
It can be configured by connecting with a horizontal member having a character shape. Therefore, as in the invention of claim 3, a slit-shaped hole or notch for inserting the upper end portion of the flat bar into the horizontal member having a substantially L-shaped cross section. Need not be formed, thus
As in a fourth embodiment (FIG. 4) described later, it is possible to use a general-purpose member such as an angle (angle steel) as the horizontal member having a substantially L-shaped cross section.

【0030】また、繋ぎ金具によってフラットバーの上
端部と断面略L字状の水平部材とを繋いで構成するた
め、前記断面略L字状の水平部材の略平面部の幅寸法を
小さくすることが可能であり、全体の部材を軽量化する
ことが出来、現場での作業性も向上することが可能とな
る。
Further, since the upper end portion of the flat bar and the horizontal member having a substantially L-shaped section are connected by the connecting metal fitting, the width dimension of the substantially flat surface portion of the horizontal member having a substantially L-shaped section is reduced. Therefore, it is possible to reduce the weight of the entire member and improve the workability in the field.

【0031】請求項5に示された発明は、隣接する相互
の壁パネルの内側面に跨って、壁パネルの上部小口面寄
りに前記断面略L字状の水平部材を設ける工程と、該断
面略L字状の水平部材を隣接する相互の壁パネルに締め
付けて仮固定する工程の後に、該断面略L字状の水平部
材を、少なくとも前記棒状部材、前記フラットバーの上
端部、あるいは前記繋ぎ金具のいずれかに固着したこと
を特徴とする壁パネルの面精度出し方法である。
According to a fifth aspect of the present invention, there is provided a step of providing the horizontal member having a substantially L-shaped cross-section over the inner side surfaces of the adjacent wall panels and near the upper edge of the wall panel, and the cross-section. After the step of tightening and temporarily fixing the substantially L-shaped horizontal members to the adjacent wall panels, at least the rod-shaped member, the upper end portion of the flat bar, or the connection is provided. This is a method for obtaining surface accuracy of a wall panel, which is characterized in that it is fixed to one of the metal fittings.

【0032】請求項5の発明は、前述したように構成し
たため、隣り合うパネルにずれが生じた場合、断面略L
字状の水平部材を、隣接する壁パネル相互の上端部に跨
って被せ、直接断面略L字状の水平部材を万力で締めつ
けて容易にずれを修正して仮固定することが可能であ
る。その後、少なくとも前記棒状部材、前記フラットバ
ーの上端部、あるいは前記繋ぎ金具のいずれかに、前記
断面略L字状水平部材を溶接する。溶接後は万力を取り
外すことができるため、第1の従来例との比較で万力を
数多く用意しておかなくても良い。また、ずれの修正に
用いた水平部材をそのまま取付金物として利用するた
め、第1の従来例で必要とされる修正用の添え板も用い
る必要がなく、効率よく隣接する壁パネル相互のずれを
矯正し、壁パネル相互の面精度出しを実施することが可
能である。
Since the invention of claim 5 is configured as described above, when a deviation occurs between adjacent panels, the cross section is substantially L.
It is possible to cover the upper ends of the adjacent wall panels with a horizontal member having a character shape and directly tighten the horizontal member having a substantially L-shaped cross section with a vise to easily correct the displacement and temporarily fix the member. . After that, the horizontal member having a substantially L-shaped cross section is welded to at least one of the rod-shaped member, the upper end portion of the flat bar, and the connecting fitting. Since the vise can be removed after welding, it is not necessary to prepare many vise as compared with the first conventional example. Further, since the horizontal member used for correcting the deviation is used as it is as the mounting metal object, it is not necessary to use the correction attachment plate required in the first conventional example, and the deviation between the adjacent wall panels can be efficiently performed. It is possible to correct the surface accuracy of each wall panel.

【0033】[0033]

【発明の実施の形態】以下に、本発明に係わる壁パネル
の取付構造の一例として、ベランダに取り付けられる壁
パネルの取付構造及び面精度出し方法の実施形態を4例
示して説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, as an example of a wall panel mounting structure according to the present invention, four embodiments of a wall panel mounting structure mounted on a veranda and a surface accuracy determining method will be described.

【0034】<第1実施例>図1は、本発明の実施例に
係わるものであり、壁パネルの斜視説明図及び専用金物
の斜視図である。
<First Embodiment> FIG. 1 relates to an embodiment of the present invention and is a perspective explanatory view of a wall panel and a perspective view of a dedicated metal object.

【0035】水平梁1の上フランジ1aの上面に断面L
字型で長尺状の定規アングル2の水平片2aが固定さ
れ、前記水平梁1の下フランジ1bの下面に所定の幅を
有する断面L字型のアングルピース3の水平片3aが固
定される。
A cross section L is formed on the upper surface of the upper flange 1a of the horizontal beam 1.
A horizontal piece 2a of an elongated ruler angle 2 having a character shape is fixed, and a horizontal piece 3a of an angle piece 3 having an L-shaped cross section having a predetermined width is fixed to the lower surface of the lower flange 1b of the horizontal beam 1. .

【0036】この時、定規アングル2の起立片2b及び
アングルピース3の起立片3bは同一面内に配置され、
両起立片2b、3bに断面L字型で所定の長さを有する
縦下地アングル4の取付片4aが面接触して当接して溶
接等により固定され、該縦下地アングル4が上下方向に
配置される。
At this time, the upright pieces 2b of the ruler angle 2 and the upright pieces 3b of the angle piece 3 are arranged in the same plane,
A mounting piece 4a of a vertical ground angle 4 having an L-shaped cross section and having a predetermined length is in surface contact with and abuts on both of the upright pieces 2b, 3b and is fixed by welding or the like, and the vertical ground angle 4 is arranged in the vertical direction. To be done.

【0037】また、縦下地アングル4の下端部には、断
面L字型で長尺状の受けアングル5が定規アングル2に
平行に配置されて溶接等により固定され、該受けアング
ル5の水平片5aが壁パネル6の下端面を支持するよう
になっている。
At the lower end of the vertical base angle 4, a long receiving angle 5 having an L-shaped cross section is arranged parallel to the ruler angle 2 and fixed by welding or the like. 5a supports the lower end surface of the wall panel 6.

【0038】前記受けアングル5の起立片5b及び前記
定規アングル2の起立片2bの壁パネル6側の面は、縦
下地アングル4の取付片4aの水平梁1側の面とは同一
面内に配置され、その位置に壁パネル6の裏面(内側
面)が配置される。
The surface of the upright piece 5b of the receiving angle 5 and the upright piece 2b of the ruler angle 2 on the wall panel 6 side are in the same plane as the surface of the mounting piece 4a of the vertical ground angle 4 on the horizontal beam 1 side. The rear surface (inner side surface) of the wall panel 6 is arranged at that position.

【0039】一方、壁パネル6の内部には、水平梁1の
上フランジ1aに設置された定規アングル2に対応した
高さ位置と、受けアングル5に対応した高さ位置に、該
壁パネル6の幅方向にアンカー鋼棒7a、7bが配置さ
れており、更に、該アンカー鋼棒7a、7bに係合した
Oボルト8a、8bが壁パネル6の裏面から突出して設
けられている。前記Oボルト8a、8bは取付金具9、
ナット10を介して、各々、定規アングル2と受けアン
グル5に取り付けられている。
On the other hand, inside the wall panel 6, the wall panel 6 is provided at a height position corresponding to the ruler angle 2 installed on the upper flange 1a of the horizontal beam 1 and at a height position corresponding to the receiving angle 5. Anchor steel rods 7a, 7b are arranged in the width direction of the wall panel 6 and O bolts 8a, 8b engaged with the anchor steel rods 7a, 7b are provided so as to project from the back surface of the wall panel 6. The O bolts 8a and 8b are attached to the mounting bracket 9,
They are attached to the ruler angle 2 and the receiving angle 5 via nuts 10, respectively.

【0040】また、パネル6の上部小口面6 aには、略
平面部11aとツバ部11bとからなる断面略L字状の
水平部材11が、略平面部11aを壁パネル6の上部小
口面6aに、ツバ部11bを内側面に当接するように配
置され、壁パネル6の上部小口面6aに打ち込まれた、
上端部に板状基端部12aを有する棒状部材12と溶接
により固定されている。
On the upper edge surface 6a of the panel 6, a horizontal member 11 having a substantially L-shaped cross section, which is composed of a substantially flat surface portion 11a and a brim portion 11b, is provided. 6a is arranged so that the brim portion 11b abuts on the inner side surface, and is driven into the upper edge surface 6a of the wall panel 6.
It is fixed by welding to a rod-shaped member 12 having a plate-shaped base end 12a at the upper end.

【0041】断面略L字状の水平部材11は、壁パネル
6の内側面に当接するツバ部11bを有しており、壁パ
ネル6相互の縦目地寄りの上部小口面6aに打ち込まれ
た棒状部材12の板状基端部12aに溶接固定されてい
るため、壁パネル6の表裏面に当接するツバ部11b
は、壁パネル6に反りがあった場合にも、隣接する壁パ
ネル6の相互の面のずれを合わせ平滑に仕上げることが
可能である。さらに、隣接する相互の壁パネル6の一部
分に大きな荷重を受けた場合にも、その荷重を隣接する
相互の壁パネル6にも有効に荷重分担する効果も同時に
達成できる。
The horizontal member 11 having a substantially L-shaped cross section has a brim portion 11b which abuts on the inner side surface of the wall panel 6, and has a rod shape which is driven into the upper edge face 6a which is close to the vertical joint between the wall panels 6. Since it is fixed to the plate-shaped base end portion 12a of the member 12 by welding, the flange portion 11b that abuts the front and back surfaces of the wall panel 6
Even if the wall panel 6 is warped, it is possible to finish the surface smooth by matching the misalignment between the surfaces of the adjacent wall panels 6. Furthermore, even when a large load is applied to a part of the adjacent wall panels 6, the effect of effectively sharing the load with the adjacent wall panels 6 can be achieved at the same time.

【0042】なお、壁パネル6の上部小口面6aに対し
て、棒状部材12を設ける位置は、縦目地から100m
m離れた位置としてあり、壁パネル6の厚さ100mm
に対して、中心位置に設けられている。これに対して、
断面略L字状の水平部材11の略平面部11aの幅は5
0mm程度として、前記棒状部材12の板状基端部12
aへの溶接長さを十分に確保できるように構成されてい
る。この第1実施例では、板状基端部12aの直径を5
0mmとしており、略平面部11aと板状基端部12a
の溶接長さは、以上のような構成とすることにより、5
0mm程度の溶接長さを確保することが出来る。
The position where the rod-shaped member 12 is provided on the upper edge surface 6a of the wall panel 6 is 100 m from the vertical joint.
It is located at a distance of m, and the thickness of the wall panel 6 is 100 mm.
On the other hand, it is provided at the center position. On the contrary,
The width of the substantially flat surface portion 11a of the horizontal member 11 having a substantially L-shaped cross section is 5
The plate-like base end portion 12 of the rod-like member 12 is set to about 0 mm.
It is configured so that the welding length to a can be sufficiently secured. In this first embodiment, the diameter of the plate-like base end portion 12a is set to 5
The thickness is 0 mm, and the substantially flat surface portion 11a and the plate-shaped base end portion 12a
With the above-mentioned configuration, the welding length of
It is possible to secure a welding length of about 0 mm.

【0043】また、ツバ部11bの高さは、30mmと
したが、例えば80mmなど、それ以上に大きな寸法と
してもよく、大きな寸法とする方が、面精度を出すため
の面押さえ部材としては有効であるが、壁パネル6の内
側に内装仕上げが無い場合などには、あまり大きな寸法
にすると、外観上見苦しくなる場合がある。一般にツバ
部11bの高さは、20mm〜100mm程度の範囲に
するのが好ましい。
Although the height of the brim portion 11b is 30 mm, it may be larger than 80 mm, for example. A larger dimension is more effective as a surface pressing member for obtaining surface accuracy. However, if there is no interior finish on the inside of the wall panel 6, if the size is too large, the appearance may be unsightly. Generally, the height of the brim portion 11b is preferably set in the range of about 20 mm to 100 mm.

【0044】なお、断面略L字状の水平部材11は、壁
パネル6の3枚以上にわたる長尺状のものが用いたが、
少なくとも隣接する2枚の壁パネル6に跨って設けられ
る構成であれば、短尺状のものを用いてもよい。例え
ば、断面略L字状の水平部材11の長さを200mmと
することも出来る。
As the horizontal member 11 having a substantially L-shaped cross section, a long member having three or more wall panels 6 is used.
As long as it is provided so as to straddle at least two adjacent wall panels 6, a short one may be used. For example, the length of the horizontal member 11 having a substantially L-shaped cross section can be set to 200 mm.

【0045】<第2実施例>図2は、本発明に係わる2
つ目の実施例であり、壁パネルの取付構造を示す斜視説
明図及び専用金物の斜視図である。
<Second Embodiment> FIG. 2 shows a second embodiment of the present invention.
It is a second embodiment and is a perspective explanatory view showing a wall panel mounting structure and a perspective view of a dedicated metal object.

【0046】この実施例では、第1の実施例とは異な
り、隣接する壁パネル6相互の縦目地には、定規アング
ル2の高さ位置近傍から、壁パネル6の上部小口面6a
の位置まで、フラットバー13が壁パネル6の厚みの中
央に収まるように設けられており、該フラットバー13
の上端部を断面略L字状の水平部材11の略平面部11
aに設けられたスリット状の切欠き11cに通し、上方
向から溶接固定されている。このように断面略L字状の
水平部材11は、壁パネル6の縦目地寄りの上部小口面
6aに打ち込まれた上端部に板状基端部12aを有する
棒状部材12に溶接によって取り付けられているのみな
らず、壁パネル6の縦目地位置でフラットバー13にも
溶接固定されているため、隣り合う壁パネル6のずれが
大きな場合であっても、該ずれを矯正して壁パネル6の
面の通りを正しく出すことが可能であり、経時変化によ
っても前記すれが顕在化してくることがまったくない。
In this embodiment, unlike the first embodiment, in the vertical joints between the adjacent wall panels 6, from the vicinity of the height position of the ruler angle 2, the upper edge face 6a of the wall panel 6 is formed.
Up to the position, the flat bar 13 is provided so as to fit in the center of the thickness of the wall panel 6.
The upper end of the horizontal member 11 having a substantially L-shaped cross section.
It is passed through a slit-shaped notch 11c provided in a and is fixed by welding from above. As described above, the horizontal member 11 having a substantially L-shaped cross section is attached by welding to the rod-shaped member 12 having the plate-shaped base end portion 12a at the upper end driven into the upper edge surface 6a of the wall panel 6 near the vertical joint. Not only the wall panel 6 but also the flat bar 13 is welded and fixed at the vertical joint position of the wall panel 6, so that even if the adjacent wall panels 6 are largely misaligned, the misalignment is corrected and It is possible to correctly draw the surface of the surface, and the above-mentioned rubbing does not become apparent even with the lapse of time.

【0047】また、フラットバー13の上端部は、断面
略L字状の水平部材11の略平面部11aに設けられた
スリット状の切欠き11cに通し、上方向から溶接固定
されるので、簡単な作業で取り付けることが可能であ
り、また下向き溶接にて固定することが出来るので、溶
接部の品質を確保するのが容易になる。
Further, since the upper end of the flat bar 13 is passed through a slit-shaped notch 11c provided in a substantially flat surface portion 11a of the horizontal member 11 having a substantially L-shaped cross section and fixed by welding from above, it is easy. Since it can be attached by various works and can be fixed by downward welding, it is easy to secure the quality of the welded portion.

【0048】なお、この方法は、フラットバーを用いて
パネル上端部を固定するため、壁パネル6に作用する荷
重、特に上端部に作用する荷重は、前記アンカー鋼棒7
a、7b、Oボルト8a、8b、取付金物9、ナット1
0を介して、定規アングル2から水平梁1に伝達するだ
けでなく、略断面L字状の水平部材11、フラットバー
13、縦下地アングル4を介して、定規アングル2から
水平梁1に、荷重を分担して有効に伝達することができ
る。
In this method, since the upper end portion of the panel is fixed by using the flat bar, the load acting on the wall panel 6, particularly the load acting on the upper end portion, is the anchor steel bar 7
a, 7b, O bolts 8a, 8b, mounting hardware 9, nut 1
0 from the ruler angle 2 to the horizontal beam 1, but also from the ruler angle 2 to the horizontal beam 1 via the horizontal member 11 having a substantially L-shaped cross section, the flat bar 13, and the vertical base angle 4. The load can be shared and transmitted effectively.

【0049】<第3実施例>図3は、本発明に係わる3
つ目の実施例であり、壁パネルの取付構造を示す斜視説
明図及び専用金物の斜視図である。
<Third Embodiment> FIG. 3 shows a third embodiment of the present invention.
It is a second embodiment and is a perspective explanatory view showing a wall panel mounting structure and a perspective view of a dedicated metal object.

【0050】この実施例では、第2の実施例と同様にフ
ラットバー13を用いているが、壁パネル6の上部小口
面6aにおける取付構造が異なり、繋ぎ金物14を介し
て、フラットバー13の上端部と断面略L字状の水平部
材11の略平面部11aが連結固定されている。フラッ
トバー13の上端部は、繋ぎ金物14のフラットバー固
定部14aに設けられたスリット状の穴14cに通すこ
とにより上方から下向きに溶接固定されている。
In this embodiment, the flat bar 13 is used as in the second embodiment, but the mounting structure on the upper edge face 6a of the wall panel 6 is different, and the flat bar 13 of the flat bar 13 is connected via the connecting piece 14. The upper end portion and the substantially flat surface portion 11a of the horizontal member 11 having a substantially L-shaped cross section are connected and fixed. The upper end of the flat bar 13 is welded and fixed downward from above by passing through the slit-shaped hole 14c provided in the flat bar fixing portion 14a of the connecting piece 14.

【0051】一方、繋ぎ金物14は断面略L字状の水平
部材11の略平面部11aに対して、水平部材固定部1
4bを重ね、やはり上方から下向きに溶接固定されてい
る。このように、繋ぎ金物14を用い、簡単な作業で、
溶接品質の確保しやすい下向き溶接にて固定される。な
お、上端部に板状基端部12aを有する棒状部材12
に、断面略L字状の水平部材16の略平面部11aが溶
接によって取り付けられるのは、第2の実施例と同様で
ある。
On the other hand, the connecting member 14 is provided with the horizontal member fixing portion 1 with respect to the substantially flat surface portion 11a of the horizontal member 11 having a substantially L-shaped cross section.
4b are piled up, and also fixed by welding downward from above. In this way, using the tie hardware 14, with a simple operation,
It is fixed by downward welding, which makes it easy to ensure welding quality. In addition, the rod-shaped member 12 having the plate-shaped base end portion 12a at the upper end portion
Further, the substantially flat surface portion 11a of the horizontal member 16 having a substantially L-shaped cross section is attached by welding, as in the second embodiment.

【0052】この方法では、専用金物14を用いるた
め、断面略L字状の水平部材11の略平面部11aを小
さな幅寸法とした場合も、溶接長を確保することが容易
である。
In this method, since the dedicated metal piece 14 is used, it is easy to secure the welding length even when the substantially flat portion 11a of the horizontal member 11 having a substantially L-shaped cross section has a small width dimension.

【0053】また、第2の実施例とは異なり、断面略L
字状の水平部材11の略平面部11aに直接スリット状
の切欠き11cを設ける必要がないため、アングル(山
型鋼)などの汎用部材を使用することも出来る。断面略
L字状の水平部材11の略平面部11aを小さな幅寸法
とし、汎用部材である30mm×30mm程度の小さな
断面の等辺山型鋼を用いた場合、壁パネル6の内側面に
当接する断面略L字状の水平部材11のツバ部11bの
高さ寸法を30mmと小さくすることが出来、内側面に
ツバ部11bが露出する寸法を最小限におさえることが
出来、内装仕上げのない場合であっても、内側から見た
場合に、見苦しくないように納めることが可能である。
もちろん、内装仕上げとして、モルタルや成形ボードな
どで、壁パネル6の内側面が隠れる場合には、断面略L
字状の水平部材11として例えば30mm×75mmの
ような不等辺部材を用い、壁パネル6の内側面に当接す
る断面略L字状の水平部材11のツバ部11bの高さ寸
法を75mmと大きくしても問題はない。このように、
ツバ部11bの高さ寸法を大きくすることにより、隣接
する壁パネル6相互のずれを矯正し面精度を出すための
押さえ部材としては、押さえる部分の面積を大きく出来
るので有利である。
Also, unlike the second embodiment, the cross section is substantially L
Since it is not necessary to directly provide the slit-shaped notch 11c in the substantially flat surface portion 11a of the character-shaped horizontal member 11, a general-purpose member such as an angle (angle steel) can be used. When the substantially flat portion 11a of the horizontal member 11 having a substantially L-shaped cross section has a small width dimension and equilateral mountain steel with a small cross section of about 30 mm × 30 mm, which is a general-purpose member, is used, the cross section abutting against the inner surface of the wall panel 6 The height of the brim 11b of the substantially L-shaped horizontal member 11 can be reduced to 30 mm, and the size of the brim 11b exposed on the inner surface can be minimized. Even if there is, it is possible to put it in such a way that it is not unsightly when viewed from the inside.
Of course, as an interior finish, when the inner surface of the wall panel 6 is hidden by mortar or a molding board, the cross section is approximately L.
As the horizontal member 11 having a character shape, for example, an isosceles member having a size of 30 mm × 75 mm is used, and the height dimension of the brim portion 11b of the horizontal member 11 having a substantially L-shaped cross section that abuts on the inner surface of the wall panel 6 is increased to 75 mm. But there is no problem. in this way,
By increasing the height of the brim portion 11b, it is advantageous that the pressing member for correcting the displacement between the adjacent wall panels 6 and providing the surface accuracy can increase the area of the pressing portion.

【0054】<第4実施例>図4は、本発明に係わる4
つ目の実施例であり、壁パネルの面精度を出す方法を示
す斜視説明図である。
<Fourth Embodiment> FIG. 4 shows a fourth embodiment of the present invention.
It is a second embodiment and is a perspective explanatory view showing a method for obtaining the surface accuracy of the wall panel.

【0055】この実施例では、第3の実施例に於いて壁
パネル6を取り付ける際、万力15を用いて、壁パネル
6と断面略L字状の水平部材11のツバ部11b(図示
せず)を挟み込むことによって、面精度を出した状態
で、仮固定ができる。
In this embodiment, when the wall panel 6 is attached in the third embodiment, the vise 15 is used to form the wall panel 6 and the flange portion 11b of the horizontal member 11 having a substantially L-shaped cross section (not shown). By sandwiching (), temporary fixing can be performed in a state where surface accuracy is exhibited.

【0056】この実施例で示した方法では、断面略L字
の水平部材11を用いて、壁パネル6のずれを修正する
ため、ずれを修正するための添え板を省略でき、添え板
を別途用意することを必要としない。また、1カ所の縦
目地部に対して、断面略L字の水平部材11を2カ所の
棒状部材12の板状基端部12a及び1カ所の繋ぎ金物
14の水平部材固定部14bに対して溶接で固定し、さ
らに、フラットバー13の上端部を繋ぎ金物14のスリ
ット状の穴14cに対して溶接固定すれば、すでに壁パ
ネル6の面精度出しは完了しており、万力15を外すこ
とができる。そのため、数カ所以下ごとに、場合によっ
ては、1カ所ごとに、溶接作業さえ行えば、短い時間で
万力15の取り外しが可能であり、第1の従来例とは異
なり、万力15の数を少なくすることができ、添え板も
不要であり、施工の効率を上げることが可能となる。
In the method shown in this embodiment, the horizontal member 11 having a substantially L-shaped cross section is used to correct the deviation of the wall panel 6. Therefore, the attachment plate for correcting the deviation can be omitted. No need to be prepared. In addition, for one vertical joint, a horizontal member 11 having a substantially L-shaped cross section is attached to a plate-shaped base end portion 12a of two rod-shaped members 12 and a horizontal member fixing portion 14b of one connecting member 14. By fixing by welding, and further by welding and fixing the upper end of the flat bar 13 to the slit-shaped hole 14c of the metal fitting 14, the surface accuracy of the wall panel 6 has already been completed, and the vise 15 is removed. be able to. Therefore, it is possible to remove the vise 15 in a short time if the welding work is performed at every several places or less, or in some cases every one place, unlike the first conventional example. It is possible to reduce the number, and it is possible to increase the efficiency of the construction because no additional plate is required.

【0057】[0057]

【発明の効果】請求項1の発明は、前述のように、隣接
する壁パネル上端部で縦目地寄りに設けられた2カ所の
棒状部材に対して断面略L字状の水平部材が所定の長さ
寸法で確実に溶接固定されており、断面略L字状の水平
部材のツバ部が隣接する壁パネルの内側面に当接してい
るため、隣り合う壁パネル相互にずれが生じた場合、壁
パネルの寸法精度にも依存せず、ずれを矯正し修正する
ことが出来、さらに、経時変化によって隣り合う壁パネ
ルの相互のずれが顕在化することを回避することが出来
る。
As described above, according to the first aspect of the present invention, a horizontal member having a substantially L-shaped cross section is predetermined with respect to two bar-shaped members provided near the vertical joints at the upper ends of the adjacent wall panels. It is securely welded and fixed in the length dimension, and since the brim portion of the horizontal member having a substantially L-shaped cross section is in contact with the inner side surface of the adjacent wall panel, when the adjacent wall panels are displaced from each other, It is possible to correct and correct the deviation without depending on the dimensional accuracy of the wall panel, and it is possible to prevent the mutual deviation of the adjacent wall panels from becoming apparent due to a change with time.

【0058】また、壁パネルの上にサッシを納める場
合、壁パネル外面側の垂直面部に金物が露出しないた
め、外観上見苦しくなることもない。
Further, when the sash is stored on the wall panel, the metal object is not exposed on the vertical surface portion on the outer surface side of the wall panel, so that the appearance does not become unsightly.

【0059】また、壁パネル同士が断面略L字状の水平
部材を介して上端部に棒状部材で繋がっているため、壁
面全体で荷重を負担することが出来る。
Further, since the wall panels are connected to the upper end portion by the rod-shaped member via the horizontal member having a substantially L-shaped cross section, the load can be borne by the entire wall surface.

【0060】請求項2の発明は、請求項1の発明の効果
に加えて、隣接する2枚の壁パネルに各々設けられた縦
目地寄りの2カ所の棒状部材の位置に加えて、隣接する
壁パネル相互の縦目地位置の最上部近傍でも、断面略L
字状の水平部材がフラットバーに対しても固着されて、
合計3カ所で前記断面略L字状の水平部材を固定するこ
とになるため、隣接する2枚の壁パネルのずれを補正す
るための矯正力をさらに有効に作用させることが出来
る。
According to the invention of claim 2, in addition to the effect of the invention of claim 1, in addition to the positions of the two bar-shaped members near the vertical joints respectively provided on the two adjacent wall panels, they are adjacent to each other. The cross section is approximately L even near the top of the vertical joint positions of the wall panels.
The character-shaped horizontal member is also fixed to the flat bar,
Since the horizontal member having a substantially L-shaped cross section is fixed at a total of three places, the correction force for correcting the displacement between the two adjacent wall panels can be more effectively applied.

【0061】さらに、壁パネルが水平梁の上フランジに
設置された定規鋼材の位置と、壁パネルの最下部に設置
された受け鋼材の位置の2カ所で固定されていることに
加え、壁パネル上部を断面略L字状の水平部材からフラ
ットバーを介して直接的あるいは間接的に水平梁にも取
り付けられるため、壁パネルに作用する荷重に対して、
より大きな荷重にも耐えられる取付構造とすることも可
能である。
Furthermore, in addition to the fact that the wall panel is fixed at two positions, that is, the position of the ruler steel material installed on the upper flange of the horizontal beam and the position of the receiving steel material installed at the bottom of the wall panel, Since the upper part is directly or indirectly attached to the horizontal beam through a flat bar with a substantially L-shaped cross section, the load acting on the wall panel is
It is also possible to have a mounting structure that can withstand a larger load.

【0062】請求項3の発明は、請求項2の発明の効果
に加えて、スリット状の穴あるいは切り欠きが設けられ
た断面略L字状の水平部材と、フラットバーを上方向か
ら溶接固定することが出来るため、簡便な作業で施工現
場における作業性を向上させるとともに、溶接品質を確
保し易くすることが出来る。
According to the invention of claim 3, in addition to the effect of the invention of claim 2, a horizontal member having a substantially L-shaped cross section provided with a slit-shaped hole or notch and a flat bar are welded and fixed from above. Therefore, it is possible to improve the workability at the construction site with a simple work and to easily secure the welding quality.

【0063】請求項4の発明は、請求項3の発明の効果
に加えて、繋ぎ金物によって、断面略L字状の水平部材
そのものにフラットバーの上端部を挿通するスリット状
の穴あるいは切り欠きを形成しなくても良いため、断面
略L字状の水平部材として、アングルなどの汎用の山型
鋼を用いることが出来る。また、同様のため、断面略L
字状水平部材の略平面部の幅寸法を小さし、部材の軽量
化とともに、現場での作業性も向上させることが出来
る。
According to the invention of claim 4, in addition to the effect of the invention of claim 3, a slit-like hole or notch for inserting the upper end portion of the flat bar into the horizontal member itself having a substantially L-shaped cross section is provided by a connecting piece. Since it is not necessary to form the above, a general-purpose angle steel such as an angle can be used as the horizontal member having a substantially L-shaped cross section. The cross section is substantially L
It is possible to reduce the width of the substantially flat portion of the character-shaped horizontal member, reduce the weight of the member, and improve workability on site.

【0064】請求項5の発明は、パネルにずれが生じた
場合、直接断面略L字状の水平部材を万力で締め付けて
容易にずれを修正し、仮固定することが出来、前記断面
略L字状の水平部材を所定の部材に溶接固定した後は、
万力を取り外すことが出来る。そのため、修正用の添え
板を用意する必要がなく、万力も数多く用意しておく必
要がない。
According to the fifth aspect of the invention, when the panel is displaced, the horizontal member having a substantially L-shaped cross section can be directly clamped with a vise to easily correct the displacement and temporarily fix the panel. After welding and fixing the L-shaped horizontal member to the specified member,
The vise can be removed. Therefore, it is not necessary to prepare a correction attachment plate and it is not necessary to prepare many vise.

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

【図1】実施例1の壁パネルの取付構造及び専用金物を
示す斜視図である。
FIG. 1 is a perspective view showing a wall panel mounting structure and a dedicated hardware according to a first embodiment.

【図2】実施例2の壁パネルの取付構造及び専用金物を
示す斜視図である。
FIG. 2 is a perspective view showing a wall panel mounting structure and a dedicated hardware according to a second embodiment.

【図3】実施例3の壁パネルの取付構造及び専用金物を
示す斜視図である。
FIG. 3 is a perspective view showing a wall panel mounting structure and a dedicated hardware according to a third embodiment.

【図4】本発明の精度出し方法の1実施例を示す斜視説
明図である。
FIG. 4 is a perspective explanatory view showing an embodiment of a precision producing method of the present invention.

【図5】第1の従来例を示す斜視図である。FIG. 5 is a perspective view showing a first conventional example.

【図6】第2の従来例を示す斜視図である。FIG. 6 is a perspective view showing a second conventional example.

【図7】第3の従来例を示す斜視図である。FIG. 7 is a perspective view showing a third conventional example.

【図8】第4の従来例を示す斜視図である。FIG. 8 is a perspective view showing a fourth conventional example.

【符号の説明】[Explanation of symbols]

1 水平梁 1a 上フランジ 1b 下フランジ 2 定規アングル 2a 水平片 2b 起立片 3 アングルピース 3a 水平片 3b 起立片 4 縦下地アングル 4a 取付片 4b 片 5 受けアングル 5a 水平片 5b 起立片 6 壁パネル 6a 上部小口面 7a, 7b アンカー鋼棒 8a, 8b Oボルト 9 取付金物 10 ナット 11 断面略L字状の水平部材 11a 略平面部 11b ツバ部 11c スリット状の切欠き 12 棒状部材 12a 板状基端部 13 フラットバー 14 繋ぎ金物 14a フラットバー固定部 14b 水平部材固定部 14c スリット状の穴 15 万力 51 壁パネル 51a 壁パネル目地 52 添え板 53 万力 54 丸溝加工部 55 目地モルタル 56 上部水平部材 56a 透孔 56b 垂直片 57 丸棒 58 垂直部材 58a 張出し部 59 丸パイプ 60 コ字型の金物 60a ツバ部 61 水平梁 62 定規アングル 63 受けアングル 64 イナズマブレート 1 horizontal beam 1a Upper flange 1b Lower flange 2 Ruler angle 2a Horizontal piece 2b Standing piece 3 angle pieces 3a Horizontal piece 3b Standing piece 4 Vertical ground angle 4a Mounting piece 4b piece 5 Receiver angle 5a horizontal piece 5b Standing piece 6 wall panels 6a Upper edge face 7a, 7b Anchor steel rod 8a, 8b O bolt 9 Mounting hardware 10 nuts 11 Horizontal member with L-shaped cross section 11a substantially flat surface 11b Head part 11c slit-shaped notch 12 Bar-shaped member 12a plate-like base end 13 Flat bar 14 Connecting hardware 14a Flat bar fixing part 14b Horizontal member fixing part 14c Slit-shaped hole 150,000 power 51 wall panels 51a Wall panel joint 52 Plate 530,000 power 54 Round groove processing part 55 joint mortar 56 Upper horizontal member 56a through hole 56b vertical piece 57 round bar 58 Vertical member 58a Overhanging part 59 round pipe 60 U-shaped hardware 60a Head part 61 horizontal beams 62 Ruler angle 63 Receiving angle 64 Inazuma Plate

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 水平梁の上フランジに設置された定規鋼
材と、壁パネル下部に取り付けられた受け鋼材の2ヶ所
で固定される壁パネルの取付構造であって、壁パネルの
上部には上部小口面に当接或いは近接する略平面部と壁
パネル内側面に当接するツバ部とを有する略L字状の断
面の水平部材が、隣接する壁パネルの上端部にパネル縦
目地部に跨がるように長手方向に取り付けられ、隣接す
る壁パネルの各縦目地近傍の上部小口面には、上端部に
板状基端部を有する棒状部材が打ち込まれ、該板状基端
部が前記断面略L字状の水平部材の略平面部に溶接固定
されることを特徴とする壁パネルの取付構造。
1. A mounting structure for a wall panel fixed at two points, a ruler steel material installed on an upper flange of a horizontal beam and a receiving steel material installed on a lower portion of the wall panel, wherein an upper part is provided on an upper part of the wall panel. A horizontal member having a substantially L-shaped cross section, which has a substantially flat surface portion that comes into contact with or close to the forefront surface and a brim portion that comes into contact with the inner surface of the wall panel, extends across the panel vertical joint portion at the upper end portion of the adjacent wall panel. Is attached in the longitudinal direction so that a bar-shaped member having a plate-shaped base end portion at the upper end is driven into the upper edge surface in the vicinity of each vertical joint of adjacent wall panels, and the plate-shaped base end portion has the above-mentioned cross section. A wall panel mounting structure characterized by being welded and fixed to a substantially flat surface of a substantially L-shaped horizontal member.
【請求項2】 前記壁パネル相互の縦目地間には、少な
くとも水平梁の上フランジ近傍から、壁パネルの最上部
近傍までフラットバーが設置され、該フラットバーは直
接的あるいは間接的に水平梁に固定され、前記断面略L
字状の水平部材は前記したフラットバーにも固着されて
いることを特徴とする請求項1に記載の壁パネルの取付
構造。
2. A flat bar is installed between the vertical joints of the wall panels at least from the vicinity of the upper flange of the horizontal beam to the vicinity of the uppermost portion of the wall panel, and the flat bar is directly or indirectly a horizontal beam. Is fixed to the section L
The wall panel mounting structure according to claim 1, wherein the character-shaped horizontal member is also fixed to the flat bar.
【請求項3】 前記断面略L字状の水平部材において、
壁パネルの縦目地位置で壁パネルの厚さ方向の中央位置
に、略平面部にスリット状の穴あるいは切欠きが設けら
れてあり、前記フラットバーの上端部が前記スリット状
の穴あるいは切欠きに通され、前記断面略L字状の水平
部材と前記フラットバーが上方向から溶接固定されてい
ることを特徴とする請求項2に記載の壁パネルの取付構
造。
3. The horizontal member having a substantially L-shaped cross section,
A slit-shaped hole or notch is provided in the substantially flat portion at the central position in the thickness direction of the wall panel at the vertical joint position of the wall panel, and the upper end of the flat bar has the slit-shaped hole or notch. 3. The wall panel mounting structure according to claim 2, wherein the horizontal member having a substantially L-shaped cross section and the flat bar are fixed by welding from above.
【請求項4】 壁パネル上部小口面の縦目地位置近傍に
当接あるいは近接し、壁パネルの厚さ方向の中央位置
に、前記フラットバーの上端部を挿通するスリット状の
穴あるいは切欠きを形成したフラットバー固定部と、壁
パネルの内側面寄りの端部に設けられた前記断面略L字
状の水平部材に対して固定される水平部材固定部とを有
する繋ぎ金具によって、前記フラットバーと前記断面略
L字状の水平部材とを固着したことを特徴とする請求項
2に記載の壁パネルの取付構造。
4. A slit-shaped hole or notch which abuts or approaches the vicinity of the vertical joint position on the upper edge of the wall panel and which inserts the upper end portion of the flat bar at the central position in the thickness direction of the wall panel. The flat bar is formed by a connecting metal fitting having a formed flat bar fixing portion and a horizontal member fixing portion fixed to the horizontal member having a substantially L-shaped cross section provided at an end portion of the wall panel near the inner side surface. The wall panel mounting structure according to claim 2, wherein the horizontal member having a substantially L-shaped cross-section is fixed to each other.
【請求項5】 隣接する相互の壁パネルの内側面に跨っ
て、壁パネルの上部小口面寄りに前記断面略L字状の水
平部材を設ける工程と、該断面略L字状の水平部材を隣
接する相互の壁パネルに締め付けて仮固定する工程の後
に、該断面略L字状の水平部材を、少なくとも前記棒状
部材、前記フラットバーの上端部、あるいは前記繋ぎ金
具のいずれかに固着したことを特徴とする壁パネルの面
精度出し方法。
5. A step of providing the horizontal member having a substantially L-shaped cross-section on the inner side surfaces of adjacent wall panels adjacent to the upper edge of the wall panel, and the horizontal member having a substantially L-shaped cross-section. After the step of tightening and temporarily fixing to adjacent wall panels, the horizontal member having a substantially L-shaped cross section is fixed to at least one of the rod-shaped member, the upper end of the flat bar, or the connecting metal fitting. A method for obtaining surface accuracy of wall panels characterized by.
JP10234366A 1998-08-20 1998-08-20 Mounting structure for wall panel and method for improving planarity Pending JP2000064475A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10234366A JP2000064475A (en) 1998-08-20 1998-08-20 Mounting structure for wall panel and method for improving planarity

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10234366A JP2000064475A (en) 1998-08-20 1998-08-20 Mounting structure for wall panel and method for improving planarity

Publications (1)

Publication Number Publication Date
JP2000064475A true JP2000064475A (en) 2000-02-29

Family

ID=16969891

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10234366A Pending JP2000064475A (en) 1998-08-20 1998-08-20 Mounting structure for wall panel and method for improving planarity

Country Status (1)

Country Link
JP (1) JP2000064475A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116838114A (en) * 2023-07-06 2023-10-03 同创华建集团有限公司 Steel construction and curtain intelligent monitoring system based on data analysis

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116838114A (en) * 2023-07-06 2023-10-03 同创华建集团有限公司 Steel construction and curtain intelligent monitoring system based on data analysis
CN116838114B (en) * 2023-07-06 2024-01-23 同创华建集团有限公司 Steel construction and curtain intelligent monitoring system based on data analysis

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