JPH10266435A - Fitting method and jig for pc curtain wall to building skeleton section - Google Patents

Fitting method and jig for pc curtain wall to building skeleton section

Info

Publication number
JPH10266435A
JPH10266435A JP7291597A JP7291597A JPH10266435A JP H10266435 A JPH10266435 A JP H10266435A JP 7291597 A JP7291597 A JP 7291597A JP 7291597 A JP7291597 A JP 7291597A JP H10266435 A JPH10266435 A JP H10266435A
Authority
JP
Japan
Prior art keywords
curtain wall
bolt
vertical load
horizontal
plane
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.)
Granted
Application number
JP7291597A
Other languages
Japanese (ja)
Other versions
JP3747301B2 (en
Inventor
Takao Sonobe
隆夫 園部
Hiroyasu Sunami
博康 角南
Yoshiaki Oguchi
吉昭 小口
Shinichi Yamada
慎一 山田
Hiroshi Midorikawa
博司 緑川
Nobuaki Tagashira
宣昭 田頭
Masahiro Okada
正博 岡田
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.)
Fujita Corp
Original Assignee
Fujita Corp
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 Fujita Corp filed Critical Fujita Corp
Priority to JP07291597A priority Critical patent/JP3747301B2/en
Publication of JPH10266435A publication Critical patent/JPH10266435A/en
Application granted granted Critical
Publication of JP3747301B2 publication Critical patent/JP3747301B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To easily fit a PC curtain wall by allowing a bolt screwed into an L-shaped steel connecting tool, pressed with its tip section to the vertical load reception section of a building skeleton, and bearing a vertical load to bear in-plane and out-of-plane horizontal loads. SOLUTION: The upper section of a PC curtain wall 1 is fixed to a building skeleton section 5, and an L-shaped connecting tool 2 is fitted to the lower section. A bolt 4 concurrently serving as a pin is screwed into a reinforcing steel product 3 welded to the connecting tool 2. The bolt 4 is inserted into a loose hole bored on the upper horizontal plane 6a of a vertical load reception section 6 fixed to the building skeleton section 5, and the tip is pressed to the lower horizontal plate 6b of the vertical load reception section 6 to bear the vertical load of the PC curtain wall 1. A washer steel sheet 9 bored with a pin hole and preventing the horizontal movement of the bolt 4 is arranged at the upper section of the vertical load reception section 6. The vertical load and in-plane and out-of-plane horizontal loads of the PC curtain wall 1 can be borne by one bolt 4, the steel work cost is reduced, and the execution property can be improved.

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PCカーテンウォー
ルの建物躯体部への取付方法及び治具に係るものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method and a jig for attaching a PC curtain wall to a building frame.

【0002】[0002]

【従来の技術】PCカーテンウォールを建物躯体部へ取
り付けるためには、重量物であるPCカーテンウォール
の垂直荷重をボルト等で固着係止するだけでなく、地震
力や風圧等による面内外水平応力の係止や、地震時の層
間変位の吸収等の要素を考慮して、種々の方法が提案さ
れている。
2. Description of the Related Art In order to attach a PC curtain wall to a building frame, not only a vertical load of a heavy PC curtain wall is fixedly locked with bolts or the like, but also horizontal and in-plane horizontal stresses due to seismic force, wind pressure and the like. Various methods have been proposed in consideration of factors such as anchoring of a floor and absorption of interlayer displacement during an earthquake.

【0003】図4乃至図7は代表的な従来例を示し、P
Cカーテンウォールaに定着金物bを介して定着された
L型金具cの水平部片c1 に面内外方向の応力を係止す
るピンd及び垂直力を支持する締付ボルトeを貫挿して
夫々建物躯体f側に圧接している。図中gは鉄筋であ
る。図8乃至図10は他の従来例を示し、PCカーテン
ウォールaに定着されたL型金具cの水平部片c1 に穿
設された透孔c1 ′に、建物躯体f側に定着された垂直
荷重受部hより植立されたピンiを嵌入し、同受部hと
前記水平部片c1 との間において前記ピンi廻りに図1
0に示す如きライナー板jを介装して構成されている。
図中kは座金である。
FIGS. 4 to 7 show typical conventional examples.
And inserted through the bolt e tightening supporting the C curtain pin d and vertical forces for engaging the surface-out direction of the stress in the horizontal section piece c 1 wall a to fix through the fixing hardware b the L-shaped fitting c Each is pressed against the building frame f side. In the figure, g is a reinforcing bar. 8 to 10 show another conventional example, which is fixed to a building frame f side in a through hole c 1 ′ formed in a horizontal piece c 1 of an L-shaped bracket c fixed to a PC curtain wall a. The pin i planted from the vertical load receiving portion h is fitted, and between the receiving portion h and the horizontal piece c 1 around the pin i as shown in FIG.
And a liner plate j as shown in FIG.
In the figure, k is a washer.

【0004】[0004]

【発明が解決しようとする課題】しかしながら前記従来
技術のうち前者においては、面内外方向の水平応力係止
用ピンと垂直力を支持する締付ボルトとが並列に設けら
れているので、ファスナーは幅が大きくなり、躯体に対
する取付位置の制約を受けやすい。また後者において
は、施工時のレベル調整が難しいという難点があった。
However, in the former of the above prior arts, the horizontal stress locking pin in the in-plane and outside directions and the tightening bolt for supporting the vertical force are provided in parallel, so that the fastener has a width of And the mounting position with respect to the frame is easily restricted. In the latter case, there is a problem that level adjustment at the time of construction is difficult.

【0005】本発明は前記従来技術の有する問題点に鑑
みて提案されたもので、その目的とするところは、ファ
スナーの幅をより小さくし、レベル調整、建物躯体との
接合が容易なPCカーテンウォールの建物躯体部への取
付方法及び治具を提供する点にある。
The present invention has been proposed in view of the above-mentioned problems of the prior art. It is an object of the present invention to reduce the width of a fastener, adjust a level, and easily connect a PC curtain to a building frame. An object of the present invention is to provide a method of attaching a wall to a building frame and a jig.

【0006】[0006]

【課題を解決するための手段】前記の目的を達成するた
め、本発明に係るPCカーテンウォールの建物躯体部へ
の取付方法によれば、PCカーテンウォールの上下いず
れかを建物躯体部に固着し、他方にL型鋼接続具を取り
付け、同接続具に前記PCカーテンウォールを平行とな
る方向にボルトを螺挿し、同ボルトの先端を建物躯体部
に設けられた垂直荷重受部に圧接して前記PCカーテン
ウォールの垂直荷重を支承するとともに、前記1本のボ
ルトを介して面内、面外2方向の水平応力を支持せしめ
るものである。
In order to achieve the above object, according to the method for mounting a PC curtain wall to a building frame according to the present invention, one of the upper and lower sides of the PC curtain wall is fixed to the building frame. On the other side, an L-shaped steel fitting is attached, a bolt is screwed into the PC fitting in a direction parallel to the PC curtain wall, and the tip of the bolt is pressed into contact with a vertical load receiving portion provided on the building frame to make the connection. The vertical load of the PC curtain wall is supported, and horizontal stress in two directions, in-plane and out-of-plane, is supported via the one bolt.

【0007】また本発明に係るPCカーテンウォールの
建物躯体部への取付治具は、PCカーテンウォールに固
着される垂直部片と同垂直部片に直交し、且つ裏面に肉
厚の補強鋼材が重層されるとともに、同補強鋼材とに亘
ってねじ孔が貫通された水平部片とよりなるL型鋼部材
と、水平部片及び前記補強鋼材に夫々設けられた各ねじ
孔に亘って、同補強鋼材の下方に突出するように螺挿さ
れた兼用ボルトと、建物躯体部のPCカーテンウォール
固定位置に取り付けられた上下2段の水平部片よりなる
垂直荷重支承鋼材と、同垂直荷重支承鋼材と前記L型鋼
部材の水平部片との間に介装される前記ピン兼用ボルト
の水平移動抑止用座金鋼板とよりなり、同座金鋼板及び
前記垂直荷重支承鋼材の上部水平部片には、前記ピン兼
用ボルトが遊貫されるルーズホールを設けて構成されて
いる。
The jig for mounting a PC curtain wall to a building frame according to the present invention is a vertical piece fixed to the PC curtain wall and orthogonal to the vertical piece, and a thick reinforcing steel material is provided on the back surface. An L-shaped steel member composed of a horizontal piece that is layered and has a screw hole penetrated through the reinforcing steel material, and the reinforcement is provided over each of the screw holes provided in the horizontal piece and the reinforcing steel material, respectively. Vertical load bearing steel consisting of upper and lower two-stage horizontal pieces attached to the PC frame wall fixing position of the building frame, and dual-purpose bolts screwed so as to protrude below the steel, and the same vertical load bearing steel A horizontal washer interposed between the horizontal portion of the L-shaped steel member and a washer steel plate for inhibiting horizontal movement of the pin / bolt; the upper horizontal portion of the washer steel plate and the vertical load bearing steel material includes the pin Double-purpose bolt is loose And it is configured to provide a loose hole that.

【0008】[0008]

【発明の実施の形態】以下、本発明を本発明の好ましい
実施の形態を示す図面について説明する。図1及び図2
において1はPCカーテンウォールで図示の例では上部
が建物躯体部に固着され、他方に(図示の例では下方)
L型鋼接続具2が取り付けられ、同接続具2及び同接続
具2の裏面に溶接によって取り付けられた補強鋼材3と
に亘って、PCカーテンウォール1と平行となる垂直方
向にピンを兼用するボルト4を螺挿し、同ボルト4にお
ける前記補強鋼材3を超えて延びる貫通部を建造物躯体
部5に固着された上下水平部片より構成された垂直荷重
受部6の上部水平板6aに穿設されたルーズホール7に
貫通して、先端を垂直荷重受部6の下部水平板6bに圧
接することによって、PCカーテンウォール1の垂直荷
重を支承するとともに、前記ボルト4で面内、面外2方
向の水平応力を固定するものである。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, the present invention will be described with reference to the drawings showing preferred embodiments of the present invention. 1 and 2
In the figure, reference numeral 1 denotes a PC curtain wall, the upper part of which is fixed to the building frame in the example shown, and the other side (the lower part in the example shown).
A bolt that also serves as a pin in the vertical direction that is parallel to the PC curtain wall 1 across the L-shaped steel connector 2 and the reinforcing steel 3 attached by welding to the connector 2 and the back surface of the connector 2 4, and a penetrating portion of the bolt 4 extending beyond the reinforcing steel material 3 is drilled in the upper horizontal plate 6 a of the vertical load receiving portion 6 composed of upper and lower horizontal pieces fixed to the building body 5. The vertical load of the PC curtain wall 1 is supported by the lower end of the vertical load receiving portion 6 being pressed into contact with the lower horizontal plate 6b of the vertical load receiving portion 6. The horizontal stress in the direction is fixed.

【0009】更に前記垂直荷重受部6の上部には前記ピ
ンを兼用するボルトの貫通するピン孔8が穿設された座
金鋼板9が配設され、前記ボルト4の水平移動を阻止す
るようになっている。10は調整ボルトで、垂直荷重受
部6の透孔7′に装着され、建方時の位置を調整し、固
定するものである。なお前記ボルト4と補強鋼材3とは
同時タップによってボルトの固定度を向上させるもので
ある。
Further, a washer steel plate 9 having a pin hole 8 through which a bolt also serving as the pin penetrates is disposed above the vertical load receiving portion 6 so as to prevent the bolt 4 from moving horizontally. Has become. Numeral 10 is an adjusting bolt which is mounted in the through hole 7 'of the vertical load receiving portion 6, adjusts the position of the building when it is built, and fixes it. The bolt 4 and the reinforcing steel 3 are used to improve the degree of fixing of the bolt by simultaneous tapping.

【0010】なお前記座金鋼板9と垂直荷重受部6の門
形鋼6′とを溶接することによって、面内、面外応力に
強力に対抗させるものである。図3は本発明の他の実施
例を示し、ファスナーを鋳造品とした場合であって、図
中、前記実施例と均等部分には同一符号が付されてい
る。
The washer steel plate 9 and the portal steel 6 'of the vertical load receiving portion 6 are welded to strongly resist in-plane and out-of-plane stress. FIG. 3 shows another embodiment of the present invention, in which the fastener is a cast product. In the figure, the same reference numerals are given to the same parts as those in the above embodiment.

【0011】[0011]

【発明の効果】本発明によれば前記したように、PCカ
ーテンウォールの上下いずれかを建物躯体部に固着し、
他方にL型鋼接続具を取り付け、同接続具に前記PCカ
ーテンウォールと平行になる方向にボルトを螺挿し、同
ボルトの先端を建物躯体部に設けられた垂直荷重受部に
圧接して、鉛直荷重、面内、面外水平荷重を1本のボル
トに負担させることによって、荷重受部と面内、面外水
平荷重を夫々ボルトに負担させる従来方式に比して、躯
体付ファスナーが小さくなり、鉄骨工作費が節減され、
鉄骨継手とPCカーテンウォールの配置計画が容易にな
り、施工性が著しく向上される。
According to the present invention, as described above, one of the upper and lower sides of the PC curtain wall is fixed to the building frame,
On the other side, an L-shaped steel connecting device is attached, a bolt is screwed into the connecting device in a direction parallel to the PC curtain wall, and the tip of the bolt is pressed into contact with a vertical load receiving portion provided on the building body to vertically By applying load, in-plane and out-of-plane horizontal load to one bolt, the fastener with frame is smaller than the load receiving part and the conventional method of applying in-plane and out-of-plane horizontal load to each bolt. , Steel construction costs are reduced,
The arrangement plan of the steel joint and the PC curtain wall is facilitated, and the workability is significantly improved.

【0012】また本発明のPCカーテンウォールの建物
躯体部への取付治具によれば、PCカーテンウォールに
固着される垂直部片と、裏面に肉厚の補強鋼材が重層さ
れるとともに、同補強鋼材に夫々ねじ孔が設けられ、同
各ねじ孔に亘って同補強鋼材の下方に亘って下方に突出
するように螺挿された、面内、面外水平荷重を同時に負
担する1本のボルトと建物躯体部のPCカーテンウォー
ル固定位置に取り付けられた上下2段の水平部片よりな
る垂直荷重支承鋼材と、同鋼材と前記L型鋼部材の水平
部片との間に介装される前記ピン兼用ボルトの水平移動
抑止用座金鋼板とより構成され、同座金鋼板及び前記垂
直荷重支承鋼材の上部水平部材には前記ピン兼用ボルト
遊貫用ルーズホールを設けたことによって、PCカーテ
ンウォールの建物躯体部に対する前記した取付方法を効
率よく遂行しうるものである。
According to the jig for mounting a PC curtain wall to a building frame of the present invention, a vertical piece fixed to the PC curtain wall and a thick reinforcing steel material are laminated on the back surface, and the same reinforcement is provided. One bolt which is provided with a screw hole in each of the steel materials, and is screwed so as to project downwardly below the reinforcing steel material over each of the screw holes, and to simultaneously bear in-plane and out-of-plane horizontal loads. And a vertical load bearing steel member consisting of a horizontal section in two stages, which is attached to a PC curtain wall fixing position of a building frame, and the pin interposed between the steel section and the horizontal section of the L-shaped steel member It is composed of a washer steel plate for inhibiting the horizontal movement of the dual-purpose bolt, and the upper horizontal member of the same washer steel plate and the vertical load bearing steel is provided with the loose hole for the free use of the dual-purpose bolt, so that the PC curtain wall is constructed. Mounting method described above with respect to the body portion are those capable of performing efficiently.

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

【図1】本発明の方法によるPCカーテンウォールの建
物躯体部への取付構造を示す縦断面図である。
FIG. 1 is a longitudinal sectional view showing a structure for attaching a PC curtain wall to a building frame by a method of the present invention.

【図2】図1に示すPCカーテンウォール取付部材の分
解図である。
FIG. 2 is an exploded view of the PC curtain wall mounting member shown in FIG.

【図3】本発明の他の実施例を示す縦断面図である。FIG. 3 is a longitudinal sectional view showing another embodiment of the present invention.

【図4】PCカーテンウォールの建物躯体部への取付方
法の従来例を示す平面図である。
FIG. 4 is a plan view showing a conventional example of a method of attaching a PC curtain wall to a building frame.

【図5】図4の立面図である。FIG. 5 is an elevation view of FIG. 4;

【図6】図4の矢視イ−イ図である。FIG. 6 is a diagram viewed from the arrow in FIG. 4;

【図7】図4の矢視ロ−ロ図である。FIG. 7 is a roll view of FIG. 4;

【図8】他の従来例を示す縦断面図である。FIG. 8 is a longitudinal sectional view showing another conventional example.

【図9】図8の側面図である。FIG. 9 is a side view of FIG.

【図10】ライナーの平面図である。FIG. 10 is a plan view of the liner.

【符号の説明】[Explanation of symbols]

1 PCカーテンウォール 2 L型鋼接続具 3 補強鋼材 4 ボルト 5 建造物躯体 6 垂直荷重受部 6a 上部水平板 6b 下部水平板 7 ルーズホール 7′ 透孔 8 ピン孔 9 座金鋼板 10 調整ボルト DESCRIPTION OF SYMBOLS 1 PC curtain wall 2 L-shaped steel connection tool 3 Reinforcement steel material 4 Bolt 5 Building frame 6 Vertical load receiving part 6a Upper horizontal plate 6b Lower horizontal plate 7 Loose hole 7 'Through hole 8 Pin hole 9 Washer steel plate 10 Adjustment bolt

フロントページの続き (72)発明者 山田 慎一 東京都渋谷区千駄ヶ谷四丁目6番15号 株 式会社フジタ内 (72)発明者 緑川 博司 東京都渋谷区千駄ヶ谷四丁目6番15号 株 式会社フジタ内 (72)発明者 田頭 宣昭 東京都渋谷区千駄ヶ谷四丁目6番15号 株 式会社フジタ内 (72)発明者 岡田 正博 東京都渋谷区千駄ヶ谷四丁目6番15号 株 式会社フジタ内Continued on the front page (72) Inventor Shinichi Yamada 4-6-115 Sendagaya, Shibuya-ku, Tokyo Inside Fujita Corporation (72) Inventor Hiroshi Midorikawa 4-6-115 Sendagaya, Shibuya-ku, Tokyo Fujita Corporation (72) Inventor Noriaki Tagashi 4-6-15 Sendagaya, Shibuya-ku, Tokyo Inside Fujita Co., Ltd. (72) Inventor Masahiro 4-6-1 Sendagaya, Shibuya-ku, Tokyo Fujita Co., Ltd.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 PCカーテンウォールの上下いずれかを
建物躯体部に固着し、他方にL型鋼接続具を取り付け、
同接続具に前記PCカーテンウォールを平行となる方向
にボルトを螺挿し、同ボルトの先端を建物躯体部に設け
られた垂直荷重受部に圧接して前記PCカーテンウォー
ルの垂直荷重を支承するとともに、前記1本のボルトを
介して面内、面外2方向の水平応力を支持せしめること
を特徴とするPCカーテンウォールの建物躯体部への取
付方法。
1. An upper or lower part of a PC curtain wall is fixed to a building frame, and an L-shaped steel fitting is attached to the other.
A bolt is screwed into the connecting tool in a direction parallel to the PC curtain wall, and a tip of the bolt is pressed against a vertical load receiving portion provided on a building frame to support the vertical load of the PC curtain wall. A method of mounting a PC curtain wall to a building frame, wherein horizontal stress in two directions, in-plane and out-of-plane, is supported via the one bolt.
【請求項2】 PCカーテンウォールに固着される垂直
部片と同垂直部片に直交し、且つ裏面に肉厚の補強鋼材
が重層されるとともに、同補強鋼材とに亘ってねじ孔が
貫通された水平部片とよりなるL型鋼部材と、水平部片
及び前記補強鋼材に夫々設けられた各ねじ孔に亘って、
同補強鋼材の下方に突出するように螺挿された兼用ボル
トと、建物躯体部のPCカーテンウォール固定位置に取
り付けられた上下2段の水平部片よりなる垂直荷重支承
鋼材と、同垂直荷重支承鋼材と前記L型鋼部材の水平部
片との間に介装される前記ピン兼用ボルトの水平移動抑
止用座金鋼板とよりなり、同座金鋼板及び前記垂直荷重
支承鋼材の上部水平部片には、前記ピン兼用ボルトが遊
貫されるルーズホールを設けてなることを特徴とするP
Cカーテンウォールの建物躯体部への取付治具。
2. A vertical piece fixed to the PC curtain wall and a thick reinforcing steel material orthogonal to the vertical piece and on the back surface, and a screw hole is penetrated through the reinforcing steel material. Over the L-shaped steel member consisting of the horizontal piece and the screw holes provided in the horizontal piece and the reinforcing steel material, respectively.
A dual-purpose bolt screwed so as to protrude below the reinforcing steel material, a vertical load bearing steel material consisting of two upper and lower horizontal pieces attached to the PC frame wall fixing position of the building frame, and the vertical load bearing It consists of a washer steel plate for preventing horizontal movement of the pin / bolt interposed between the steel material and the horizontal piece of the L-shaped steel member, and the upper horizontal piece of the washer steel sheet and the vertical load bearing steel material includes: A loose hole through which the pin and bolt are freely inserted is provided.
A jig for attaching the C curtain wall to the building frame.
JP07291597A 1997-03-26 1997-03-26 Jig for mounting the PC curtain wall to the building frame Expired - Fee Related JP3747301B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP07291597A JP3747301B2 (en) 1997-03-26 1997-03-26 Jig for mounting the PC curtain wall to the building frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP07291597A JP3747301B2 (en) 1997-03-26 1997-03-26 Jig for mounting the PC curtain wall to the building frame

Publications (2)

Publication Number Publication Date
JPH10266435A true JPH10266435A (en) 1998-10-06
JP3747301B2 JP3747301B2 (en) 2006-02-22

Family

ID=13503135

Family Applications (1)

Application Number Title Priority Date Filing Date
JP07291597A Expired - Fee Related JP3747301B2 (en) 1997-03-26 1997-03-26 Jig for mounting the PC curtain wall to the building frame

Country Status (1)

Country Link
JP (1) JP3747301B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102425287A (en) * 2011-12-05 2012-04-25 易科美德(天津)环保建材有限公司 Full-length clamp connecting member for installing low carbon plate on building outer wall and using method of connecting member
CN106812233A (en) * 2017-03-12 2017-06-09 中国十七冶集团有限公司 A kind of construction method of building abnormity wall decorative curtain wall
JP2019011645A (en) * 2017-06-30 2019-01-24 大和ハウス工業株式会社 Exterior wall fixture and exterior wall structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102425287A (en) * 2011-12-05 2012-04-25 易科美德(天津)环保建材有限公司 Full-length clamp connecting member for installing low carbon plate on building outer wall and using method of connecting member
CN106812233A (en) * 2017-03-12 2017-06-09 中国十七冶集团有限公司 A kind of construction method of building abnormity wall decorative curtain wall
JP2019011645A (en) * 2017-06-30 2019-01-24 大和ハウス工業株式会社 Exterior wall fixture and exterior wall structure

Also Published As

Publication number Publication date
JP3747301B2 (en) 2006-02-22

Similar Documents

Publication Publication Date Title
JPH10266435A (en) Fitting method and jig for pc curtain wall to building skeleton section
JP2001027003A (en) Mounting hardware for wall panel in building
JPH0416662A (en) Fitting construction for wall member
JP2002348968A (en) Brace installing structure
JP3090791B2 (en) Hollow plate fastening structure
JP3315237B2 (en) Bolt fixing structure for supporting structural material
JP3325190B2 (en) Reinforcement hardware for wooden buildings
JPH07259228A (en) Wall panel fitting structure
JP2569140Y2 (en) Mounting bracket on top of wall panel
JPH07259227A (en) Wall panel fitting structure
JPH0942240A (en) Cross coupling metal fitting
JPH09324472A (en) Connecting structure of wooden building and reinforcing structure of wooden building using it and reinforcing structure forming construction method of wooden building
JPH0728253Y2 (en) Fastening structure for long horizontal materials
JP2665096B2 (en) Support structure for take-out balcony
JP3007389U (en) Connection structure of foundation, pillar and brace in wooden building
JP3122340B2 (en) Panel mounting device
JPH0334538B2 (en)
JP2586474Y2 (en) Wall panel mounting structure
JP3668693B2 (en) Pillar fixing device
JP4283929B2 (en) Steel beam and bolt mounting structure to steel beam
JP2891415B1 (en) Equipment for joining horizontal members in wooden buildings
JPH0734976Y2 (en) Wall panel mounting hardware
JPH08338070A (en) Reinforcing hardware for wooden building
JP2922439B2 (en) Balcony mounting structure
JPH08177151A (en) Installation structure for corner panel

Legal Events

Date Code Title Description
A621 Written request for application examination

Effective date: 20040302

Free format text: JAPANESE INTERMEDIATE CODE: A621

A977 Report on retrieval

Effective date: 20050310

Free format text: JAPANESE INTERMEDIATE CODE: A971007

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20050829

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20051021

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20051115

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20051115

R150 Certificate of patent (=grant) or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (prs date is renewal date of database)

Year of fee payment: 4

Free format text: PAYMENT UNTIL: 20091209

FPAY Renewal fee payment (prs date is renewal date of database)

Year of fee payment: 4

Free format text: PAYMENT UNTIL: 20091209

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20101209

Year of fee payment: 5

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111209

Year of fee payment: 6

LAPS Cancellation because of no payment of annual fees