JPH03166449A - Mounting structure of nearly l-shaped cross section concrete panel - Google Patents

Mounting structure of nearly l-shaped cross section concrete panel

Info

Publication number
JPH03166449A
JPH03166449A JP30479989A JP30479989A JPH03166449A JP H03166449 A JPH03166449 A JP H03166449A JP 30479989 A JP30479989 A JP 30479989A JP 30479989 A JP30479989 A JP 30479989A JP H03166449 A JPH03166449 A JP H03166449A
Authority
JP
Japan
Prior art keywords
shaped
concrete panel
shaped cross
section concrete
nearly
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
JP30479989A
Other languages
Japanese (ja)
Other versions
JP2769888B2 (en
Inventor
Takufumi Watanabe
拓文 渡邉
Akihiko Sano
彰彦 佐野
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 JP30479989A priority Critical patent/JP2769888B2/en
Publication of JPH03166449A publication Critical patent/JPH03166449A/en
Application granted granted Critical
Publication of JP2769888B2 publication Critical patent/JP2769888B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Load-Bearing And Curtain Walls (AREA)
  • Finishing Walls (AREA)

Abstract

PURPOSE:To obviate the repair of a panel surface so as to avoid the drop of a surface design by inserting bar-shaped steel materials of T-shaped mounting metal fittings into small holes which are provided transversely inward at the short sides of a nearly L-shaped cross section concrete panel, and fixing plate parts to receiving steel materials. CONSTITUTION:T-shaped mounting metal fittings 14 and 14 are prepared, wherein disc-shaped plate parts 16 are provided at one end of bar-shaped steel materials 15. And, the bar-shaped steel materials 15 of T-shaped mounting metal fittings 14 and 14 are inserted in the small holes 13 and 13, which are provided transversely inward at the short sides of a nearly L-shaped cross section concrete panel 10. Next, the plate parts 16 of the T-shaped mounting metal fittings 14 and 14 are fixed to the receiving steel materials 12 and 12 fixed to the building body such as a pillar 11, or the like so as to mount the nearly L-shaped cross section concrete panel 10 on the building body. This obviates the necessity of providing a buckling hole at the surface of the panel 10, and it can dissolve various problems such as repair work, the drop of a surface design, and the generation of damage, cracks, etc. accompanying the buckling hole provision.

Description

【発明の詳細な説明】 〈産業上の利用分野〉 本発明は建物の外壁、間仕切等のコーナ一部を形成する
略L形断面コンクリートパネルを、建物躯体に能率良く
かつ美観を損なうことなく取付けることを可能とした略
L形断面コンクリートパネルの取付構造に関するもので
ある。
[Detailed Description of the Invention] <Industrial Application Field> The present invention is a method for attaching a substantially L-shaped cross-sectional concrete panel that forms part of a corner of a building's outer wall, partition, etc. to a building frame efficiently and without impairing the aesthetic appearance. The present invention relates to a mounting structure for a substantially L-shaped cross-section concrete panel that makes it possible to do this.

く従来の技術〉 従来、この種の略L形断面コンクリートパネルを施工現
場に於いて建物蝙体に取付ける場合には、例えば第4図
および第5図に示す如く、略L形断面コンクリートパネ
ル1の両側部に表面から裏面に貫通する座堀孔2を穿設
し、かつボルト3、座金4およびナント5を用いてL形
プレート6を該略L形断面コンクリートバネル1のコー
ナ一部に装着し、更に予め建物の柱7に固着したピース
アングル材等の受鋼材8に、前記L形プレート6を固着
する等して略L形断面コンクリートパネル1を建物の躯
体に取付けていた. 〈発明が解決しようとする課題〉 然るに前述の従来の技術に於いては、略L形断面コンク
リートバネル1に表側から裏面に貫通する座堀孔2を穿
設しなければならないので、略L形断面コンクリートパ
ネル1の表側を傷つけ、略L形断面コンクリートバネル
1を取付けた後でこの座堀孔2を補修する作業が必要で
ある問題があった. また特に略L形断面コンクリートバネル1が、その表面
に凹凸模様を設けたデザインパネル等である場合には、
補修部分を前の状態に仕上げることがきわめて困難であ
り、補修に当たって使用された補修材9の調合の仕方や
補修状態の良否等によっては、施工後に補修部分に色む
らや凹凸が残ったり、或いはこの補修部分に亀裂が生じ
たりする問題があった. 更に前述の従来の技術に於いてはボルト3、座金4、ナ
ット5等の小さな金具部品を多数用いる為に作業能率が
悪い等の問題もあった.本発明は従来のこれ等の問題点
に鑑み開発された全く新規な技術に関するものである.
く諜題を解決するための手段〉 本発明は前述の従来の問題点を根本的に改善した技術で
あって、その要旨は建物躯体に固着された受け鋼材に略
L形断面コンクリートパネルを取付ける構造に於いて、
棒状鋼材の一端にプレート部を設けたT形取付金具の該
棒状鋼材を前記略L形断面コンクリートパネルの長辺小
口に穿設された小口穴に挿入し、かつIT形取付金具の
プレート部を前記受け鋼材に固着して構威したものであ
る. く作用〉 本発明に於いては前述の如く、略L形断面コンクリート
パネルの長辺小口に小口穴を穿設し、且つこの小口穴に
T形取付金具の棒状鋼材を挿入するようにしたので、略
L形断面コンクリートパネルにその表裏面を貫通する座
堀穴を穿設する必要がない. 従って、座堀穴の補修作業を不要とすることが出来る。
Conventionally, when attaching this type of approximately L-shaped concrete panel to a building body at a construction site, for example, as shown in FIGS. 4 and 5, a generally L-shaped concrete panel 1 A counterbore hole 2 penetrating from the front surface to the back surface is bored on both sides of the panel, and an L-shaped plate 6 is attached to a part of the corner of the substantially L-shaped cross-section concrete panel 1 using bolts 3, washers 4, and nants 5. Furthermore, the substantially L-shaped cross-sectional concrete panel 1 is attached to the building frame by fixing the L-shaped plate 6 to a steel receiving material 8 such as a piece angle material that has been fixed to the pillar 7 of the building in advance. <Problems to be Solved by the Invention> However, in the above-mentioned conventional technology, since it is necessary to drill a counterbore hole 2 penetrating the approximately L-shaped cross-section concrete panel 1 from the front side to the back side, the approximately L-shaped cross-section concrete panel 1 must be bored. There was a problem in that the front side of the cross-sectional concrete panel 1 was damaged and the counterbore hole 2 had to be repaired after the approximately L-shaped cross-sectional concrete panel 1 was installed. In particular, when the approximately L-shaped cross-section concrete panel 1 is a design panel with an uneven pattern on its surface,
It is extremely difficult to finish the repaired area to its previous condition, and depending on the method of mixing the repair material 9 used for repair and the quality of the repair, uneven coloring or unevenness may remain on the repaired area after construction. There was a problem with cracks forming in this repaired area. Furthermore, the above-mentioned conventional technology had problems such as poor work efficiency due to the use of a large number of small metal parts such as bolts 3, washers 4, nuts 5, etc. The present invention relates to a completely new technology developed in view of these conventional problems.
Means for Solving the Problems> The present invention is a technology that fundamentally improves the above-mentioned conventional problems, and its gist is to attach an approximately L-shaped cross-sectional concrete panel to a supporting steel member fixed to a building frame. In the structure,
Insert the bar-shaped steel material of the T-shaped mounting bracket, which has a plate part at one end of the bar-shaped steel material, into the edge hole drilled in the long side edge of the approximately L-shaped cross-sectional concrete panel, and insert the plate part of the IT-type mounting bracket into It is constructed by being fixed to the receiving steel material. Function> As described above, in the present invention, a small hole is drilled at the long side of the approximately L-shaped cross-section concrete panel, and the bar-shaped steel material of the T-shaped mounting bracket is inserted into this small hole. , there is no need to drill counterbore holes through the front and back surfaces of the roughly L-shaped concrete panel. Therefore, repair work for the counterbored hole can be made unnecessary.

〈実施例〉 図により本発明に係る略L形断面コンクリートパネル取
付構造を説明すると、第l図は本発明の取付構造の要部
を示す斜視説明図、第2図はその断面説明図、第3図(
A).(B)はT形取付金具の説明図である. 第1図乃至第3図(A),(B)に於いて、10は略L
形断面コンクリートパネル、11は建物の柱であって、
その外表面所定位置にはピースアングル材よりなる受け
鋼材l2が固着されている.また前記略L形断面コンク
リートパネル10の長辺小口には、特に第2図に明らか
な如く、後述の棒状鋼材を挿入し得る小口穴l3が穿設
されている.14はT形取付金具であって、特に第3図
(A).(B)により明らかな如く棒状鋼材15の一端
に円板状プレート部16を設けた構造のものであり、該
棒状鋼材15の先端には4個の突起17が所定の間隔を
保って穿設されている.本発明に使用される略L形断面
コンクリートパネル10は直交する短辺の長さが夫々一
辺につき150〜6 0 0 **程度のものが用いら
れ、特に第1図および第2図に明らかな如く、この略L
形断面コンクリートパネル10の長辺小口には50〜2
 0 0 1m程度の深さとlO〜2Qmm程度の内径
を持った小口穴13が上下に合計4個穿設されている. またT形取付金具l4の棒状鋼材15の外径は前記小口
穴l3の内径とほぼ等しいか、或いは若干小さな径を持
って形威されている.従って棒状鋼材15を小口穴13
に挿入する際には、棒状鋼材15に突設された突起17
が小口穴13の内周壁面に食い込み、建込作業中にT形
取付金具14が略L形断面コンクリートパネル10より
抜け落ちることを防止している. 前記小口穴13は略L形断面コンクリートバネル10を
製造した際に工場で穿設しても、或いは施工現場で穿設
しても良い. 本発明に係る取付構造の構戒に当たっては、施工現場に
於いて、各小口穴13内にT形取付金具l4を予め挿入
して略L形断面コンクリートバネル10に取付け、続い
て略L形断面コンクリートパネル10を蝙体の柱1lの
所定位置に建込み、T形取付金具14の円板状プレート
部16を予め柱11に固着された受け鋼材12に溶着す
ることによって略L形断面コンクリートパネル10を柱
11に取付け固定して、全体を組立構戒することが出来
る。
<Example> To explain the approximately L-shaped cross-section concrete panel mounting structure according to the present invention with reference to figures, Fig. 1 is a perspective explanatory view showing the main parts of the mounting structure of the present invention, Fig. 2 is a cross-sectional explanatory view thereof, and Fig. Figure 3 (
A). (B) is an explanatory diagram of the T-shaped mounting bracket. In Figures 1 to 3 (A) and (B), 10 is approximately L.
A shaped cross-section concrete panel, 11 is a pillar of a building,
A receiving steel material l2 made of piece angle material is fixed to a predetermined position on its outer surface. Furthermore, as is particularly clear in FIG. 2, the substantially L-shaped cross-sectional concrete panel 10 has a small hole 13 formed in the long side thereof, into which a bar-shaped steel material, which will be described later, can be inserted. 14 is a T-shaped mounting bracket, especially shown in FIG. 3(A). As is clear from (B), it has a structure in which a disc-shaped plate portion 16 is provided at one end of a steel bar 15, and four protrusions 17 are bored at a predetermined interval at the tip of the steel bar 15. It has been done. The substantially L-shaped concrete panel 10 used in the present invention has a length of each orthogonal short side of approximately 150 to 600 **, as shown in FIGS. 1 and 2 in particular. Like, this abbreviation L
50 to 2 on the long side edge of the shaped cross-section concrete panel 10
0 0 A total of four small holes 13 with a depth of about 1 m and an inner diameter of about 10 to 2 Q mm are bored at the top and bottom. Further, the outer diameter of the bar-shaped steel material 15 of the T-shaped mounting bracket l4 is approximately equal to or slightly smaller than the inner diameter of the small opening l3. Therefore, the bar-shaped steel material 15 is inserted into the small hole 13.
When inserting into the bar-shaped steel material 15,
The T-shaped mounting bracket 14 bites into the inner circumferential wall surface of the small hole 13, and prevents the T-shaped mounting bracket 14 from falling out of the approximately L-shaped cross-sectional concrete panel 10 during construction work. The small openings 13 may be drilled in a factory when the substantially L-shaped concrete panel 10 is manufactured, or may be bored at the construction site. In planning the mounting structure according to the present invention, at the construction site, the T-shaped mounting bracket l4 is inserted in advance into each small hole 13 and attached to the approximately L-shaped cross-section concrete panel 10, and then the approximately L-shaped cross-section The concrete panel 10 is erected at a predetermined position on the pillar 1l, and the disc-shaped plate part 16 of the T-shaped mounting bracket 14 is welded to the receiving steel member 12 fixed to the pillar 11 in advance, thereby creating a substantially L-shaped cross-sectional concrete panel. 10 is attached and fixed to the pillar 11, and the whole can be assembled and constructed.

〈発明の効果〉 本発明に係る略L形断面コンクリートパネルの取付構造
は上述の如き構造と作用とを有するので、従来の如く略
L形断面コンクリートパネルに座堀孔を穿設する必要が
なく、従って略L形断而コンクリートパネルの表面に傷
を付ける心配が無く、かつこの座堀孔を補修する作業を
一切不要とすることが出来、これによってパネル表面意
匠の低下、補修不良による色むら、凹凸面、或いは亀裂
の発生等の問題を全て解消することが出来る.さらに略
L形断面コンクリートパネルを躯体に取付ける場合には
T形取付金具が一種類あれば良く、従来の如きボルト、
ナット、座金等の多数の金具を不要とすることが出来、
これによって作業能率を著しく向上せしめることが出来
る特徴を有するものである。
<Effects of the Invention> Since the mounting structure of the approximately L-shaped cross-section concrete panel according to the present invention has the structure and function as described above, there is no need to drill a counterbore in the approximately L-shaped cross-section concrete panel as in the conventional case. Therefore, there is no need to worry about damaging the surface of the approximately L-shaped concrete panel, and there is no need to repair this counterbore hole at all, thereby reducing the deterioration of the panel surface design and uneven coloring due to poor repair. It is possible to eliminate all problems such as uneven surfaces, cracks, etc. Furthermore, when attaching an approximately L-shaped cross-section concrete panel to a building frame, only one type of T-shaped mounting bracket is required, and conventional bolts,
Numerous metal fittings such as nuts and washers can be eliminated,
This has the feature that work efficiency can be significantly improved.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明の取付構造の要部を示す斜視説明図、第
2図はその断面説明図、第3図(A),(B)はT形取
付金具の説明図、第4図は従来例を示す斜視説明図、第
5図はその構或を示す断面図である。 1は略L形断面コンクリートパネル、2は座堀孔、3は
ボルト、4は座金、5はナット、6はL形プレ−1・、
7は柱、8は受け鋼材、9は補修材、10は略L形断面
コンクリートパネル、11は柱、l2は受け鋼材、13
は小口穴、14はT形取付金具、15は棒状鋼材16は
円板状プレート部、17は突起である。
Fig. 1 is a perspective explanatory view showing the main parts of the mounting structure of the present invention, Fig. 2 is an explanatory cross-sectional view thereof, Figs. 3 (A) and (B) are explanatory views of the T-shaped mounting bracket, and Fig. 4 is A perspective explanatory view showing a conventional example, and FIG. 5 is a sectional view showing the structure. 1 is a substantially L-shaped concrete panel, 2 is a counterbore hole, 3 is a bolt, 4 is a washer, 5 is a nut, 6 is an L-shaped plate 1,
7 is a column, 8 is a receiving steel material, 9 is a repair material, 10 is a substantially L-shaped cross section concrete panel, 11 is a column, l2 is a receiving steel material, 13
14 is a T-shaped mounting bracket, 15 is a bar-shaped steel member 16 is a disc-shaped plate portion, and 17 is a projection.

Claims (1)

【特許請求の範囲】[Claims] 建物躯体に固着された受け鋼材に略L形断面コンクリー
トパネルを取付ける構造に於いて、棒状鋼材の一端にプ
レート部を設けたT形取付金具の該棒状鋼材を前記略L
形断面コンクリートパネルの長辺小口に穿設された小口
穴に挿入し、かつ該T形取付金具のプレート部を前記受
け鋼材に固着して構成したことを特徴とした略L形断面
コンクリートパネルの取付構造。
In a structure in which a substantially L-shaped cross-sectional concrete panel is attached to a receiving steel member fixed to a building frame, the steel bar member of the T-shaped mounting bracket has a plate portion at one end of the steel bar member.
A substantially L-shaped cross-section concrete panel characterized by being inserted into a small hole drilled at the long side of the concrete panel, and having a plate portion of the T-shaped mounting bracket fixed to the receiving steel member. Mounting structure.
JP30479989A 1989-11-27 1989-11-27 Mounting structure of approximately L-shaped concrete panel Expired - Fee Related JP2769888B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30479989A JP2769888B2 (en) 1989-11-27 1989-11-27 Mounting structure of approximately L-shaped concrete panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30479989A JP2769888B2 (en) 1989-11-27 1989-11-27 Mounting structure of approximately L-shaped concrete panel

Publications (2)

Publication Number Publication Date
JPH03166449A true JPH03166449A (en) 1991-07-18
JP2769888B2 JP2769888B2 (en) 1998-06-25

Family

ID=17937381

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30479989A Expired - Fee Related JP2769888B2 (en) 1989-11-27 1989-11-27 Mounting structure of approximately L-shaped concrete panel

Country Status (1)

Country Link
JP (1) JP2769888B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101845853A (en) * 2009-03-27 2010-09-29 华东建筑设计研究院有限公司 Movable roof curtain wall joint with waist-shaped hole
US8115976B2 (en) 2006-07-28 2012-02-14 Ricoh Company, Ltd. Image formation apparatus

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8115976B2 (en) 2006-07-28 2012-02-14 Ricoh Company, Ltd. Image formation apparatus
CN101845853A (en) * 2009-03-27 2010-09-29 华东建筑设计研究院有限公司 Movable roof curtain wall joint with waist-shaped hole

Also Published As

Publication number Publication date
JP2769888B2 (en) 1998-06-25

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