JPH0715190B2 - Assembly method for lightweight cellular concrete wall panels and joints therefor - Google Patents
Assembly method for lightweight cellular concrete wall panels and joints thereforInfo
- Publication number
- JPH0715190B2 JPH0715190B2 JP16925191A JP16925191A JPH0715190B2 JP H0715190 B2 JPH0715190 B2 JP H0715190B2 JP 16925191 A JP16925191 A JP 16925191A JP 16925191 A JP16925191 A JP 16925191A JP H0715190 B2 JPH0715190 B2 JP H0715190B2
- Authority
- JP
- Japan
- Prior art keywords
- plate piece
- wall panel
- metal fitting
- half plate
- slit
- 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.)
- Expired - Lifetime
Links
- 238000000034 method Methods 0.000 title claims description 17
- 239000011381 foam concrete Substances 0.000 title claims description 7
- 239000002184 metal Substances 0.000 claims description 78
- 238000005192 partition Methods 0.000 claims description 2
- 239000011800 void material Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 9
- 238000002955 isolation Methods 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 5
- 230000000694 effects Effects 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 238000003466 welding Methods 0.000 description 5
- 230000003014 reinforcing effect Effects 0.000 description 4
- 230000009471 action Effects 0.000 description 3
- 238000000465 moulding Methods 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 239000004567 concrete Substances 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 2
- 239000011229 interlayer Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000005096 rolling process Methods 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 241001272720 Medialuna californiensis Species 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000011017 operating method Methods 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
- Finishing Walls (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は軽量気泡コンクリート
(以下、ALCと略称する。)の壁パネルを縦積み連結
状態に組付ける乾式工法と、そのために使う継手の改良
に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a dry construction method for assembling light-weight cellular concrete (hereinafter abbreviated as ALC) wall panels in a vertically stacked connection state, and an improvement in a joint used therefor.
【0002】[0002]
【従来の技術】この種、ALC壁パネルの組付け工法
(通称−縦積み構法)やそのための継手については、既
に特開昭62−236938号や特開平1−97741
号、同1−97742号、同1−121440号、同1
−154934号、同1−158144号、同1−15
8145号、同1−174748号、同1−29084
3号、同2−13636号などが提案されている。2. Description of the Related Art This type of assembly method for ALC wall panels (commonly referred to as vertical stacking method) and joints therefor have already been disclosed in JP-A-62-236938 and JP-A-1-97741.
No. 1, No. 1-97742, No. 1-121440, No. 1
-154934, 1-158144, 1-15
8145, 1-147748, 1-29084.
No. 3 and No. 2-13636 are proposed.
【0003】その何れもモルタルを使用しない乾式工法
であり、建物の鉄骨躯体が地震などにより変形した場
合、壁パネルの1枚づつが所謂ロツキングして、その鉄
骨躯体に無理なく追従作用する結果、壁パネルやその継
手に大きな力が働かず、免震性に富む外壁を構築し得る
利点があるものとされている。Both of them are dry methods which do not use mortar, and when the steel frame body of a building is deformed by an earthquake or the like, each of the wall panels is so-called locking, so that the steel frame body reasonably follows the steel frame body. It is said that the wall panel and its joints do not exert a large force, and it has the advantage of being able to construct an outer wall with high seismic isolation.
【0004】[0004]
【発明が解決しようとする課題】ところが、上記公知発
明の何れにあっても、その免震性を得るためのロツキン
グ機構として、未だ必要部品の種類と点数並びに壁パネ
ル1枚当りに要する組付け工程数が非常に多く、施工現
場での作業性に劣るため、実際上その施工業者に敬遠さ
れがちである。However, in any of the above-mentioned known inventions, as a locking mechanism for obtaining the seismic isolation, the types and points of the necessary parts and the assembly required for each wall panel are still required. Since the number of processes is very large and the workability at the construction site is poor, it is easy for the contractor to actually avoid it.
【0005】又、壁パネルの1枚づつについて、その上
下2個所に鋼棒やボルト、ナツト、フツクなどのアンカ
ー金具を、予じめ所定の位置へ正確に埋設しておく必要
があり、その意味から特殊品となるため、その壁パネル
の成形も制約なく、且つ安価に行なうことができず、量
産効果に劣る。Further, it is necessary to preliminarily bury steel rods, bolts, nuts, anchors and other anchor metal fittings at predetermined positions accurately at two upper and lower positions of each wall panel. Since it is a special product from the point of view, there is no restriction on the molding of the wall panel, it cannot be performed at low cost, and the mass production effect is poor.
【0006】つまり、特開平1−158145号と同2
−13636号を典型例に挙げて言えば、その前者では
施工現場において、壁パネル(1)の上下2個所につ
き、長孔(1f)と座くり孔(1e)とを連通状態に各
々穿孔し、その座くり孔(1e)から挿入セツトした取
付金具(Oボルト)(3)に対して、係止杆(2)を貫
通横断させなければならない。That is, the same as Japanese Patent Laid-Open No. 1-158145.
Speaking of a typical example of No. -13636, in the former case, at the construction site, the long hole (1f) and the counterbore hole (1e) are perforated at the upper and lower portions of the wall panel (1) in a communicating state. , The locking rod (2) must be passed through the fitting (O bolt) (3) inserted from the counterbore (1e).
【0007】又、上記取付金具(3)に室内側から嵌め
付ける支持部材(4)(5)(8)自身も、その上下2
個所において相違変化する部品であり、更にその嵌め付
け後ナツト(9)(9)も各々締結しなければならず、
構造躯体(梁)(7)に対して壁パネル(1)の1枚づ
つを組付ける作業上、著しく煩雑である。Further, the supporting members (4), (5) and (8) themselves which are fitted into the mounting metal fitting (3) from the inside of the room also have the upper and lower parts thereof.
It is a part that changes differently at the point, and after the fitting, the nuts (9) and (9) must be fastened,
It is extremely complicated in the work of assembling the wall panels (1) one by one with respect to the structural frame (beam) (7).
【0008】他方、後者の場合各壁パネル(27)(2
8)の上下2個所に、予じめネジ孔付き埋込金物(3
2)を埋設しておく必要があり、その埋込金物(32)
へ施工現場において、取付ボルト(31)(36)を各
々挿入締結しなければならない。これを正確に螺合締結
させることは、甚だ困難である。On the other hand, in the latter case, each wall panel (27) (2)
8) Two upper and lower parts of the embedded hardware with pre-threaded holes (3
2) needs to be buried, and the embedded hardware (32)
At the construction site, the mounting bolts (31) and (36) must be inserted and fastened, respectively. It is very difficult to screw and fasten it accurately.
【0009】又、その上下一対の取付ボルト(31)
(36)によって押え付け固定されるT型取付金物(2
6)とイナズマ型金物(34)も、互いに異なる部品を
なしており、これらと更に異なる部品の受けプレート
(37)も必要である。Further, a pair of upper and lower mounting bolts (31)
(36) T type mounting hardware (2
6) and the lightning type metal fitting (34) are also different parts from each other, and a receiving plate (37) of a part different from these parts is also required.
【0010】[0010]
【課題を解決するための手段】本発明はこのような諸問
題の抜本的な解決を企図しており、そのために役立つA
LC壁パネルの組付け工法として、第1に、梁に固定横
架された定規アングルを利用して、隣り合う上下一対の
壁パネルを組付けるに当り、各壁パネルの上端中央部と
下端中央部に円弧凹曲溝を切欠き開口させると共に、上
記定規アングルへ固定された梁用取付金具から張り出す
水平板片に、各円弧凹曲溝と連通し得るスリツトを開口
形成して、その取付金具のスリツトを通じて、下段壁パ
ネルの上端中央部に開口する円弧凹曲溝内へ、先づ正面
視のほぼT字型をなす連結金具の狭幅な下半板片を、上
方から取付金具の水平板片と直交するように落し込み没
入させ、その取付金具の上記水平板片から露出すること
となる連結金具の広幅な上半板片へ、次いで上段壁パネ
ルの下端中央部に開口する円弧凹曲溝を、同じく上方か
ら落し込み係止させることを特徴とし、SUMMARY OF THE INVENTION The present invention contemplates a fundamental solution to these problems and is useful for that purpose.
As the method of assembling the LC wall panels, firstly, by using a ruler angle fixed horizontally on a beam, when assembling a pair of upper and lower adjacent wall panels, the center of the upper end and the center of the lower end of each wall panel are assembled. In addition to opening a circular arc concave curved groove in the section, a slit that can communicate with each circular concave concave groove is formed in the horizontal plate piece protruding from the beam mounting bracket fixed to the above ruler angle, and mounting it Through the metal fitting slit, the narrow lower half plate piece of the connecting metal fitting, which is almost T-shaped when viewed from the front, is first inserted into the circular arc concave groove opening at the center of the upper end of the lower wall panel from above. A circular arc that opens at the center of the lower end of the upper wall panel, then to the wide upper half plate piece of the connecting bracket that is exposed from the horizontal plate piece of the mounting bracket by dropping it so that it is orthogonal to the horizontal plate piece and immersing it The concave groove is also dropped from the top and locked. Features a Rukoto,
【0011】第2に、梁に固定横架された定規アングル
と、基礎に固定横架された別な定規アングルとを利用し
て、隣り合う上下一対の壁パネルを組付けるに当り、各
壁パネルの上端中央部と下端中央部に円弧凹曲溝を切欠
き開口させると共に、上記基礎の定規アングルへ固定さ
れた基礎用取付金具から、各円弧凹曲溝と係止し得る垂
直板片を張り出す一方、上記梁の定規アングルへ固定さ
れた梁用取付金具から張り出す水平板片に、各円弧凹曲
溝と連通し得るスリツトを開口形成して、先づ下段壁パ
ネルの下端中央部に開口する円弧凹曲溝を、上記基礎用
取付金具の垂直板片へ、上方から落し込み係止させ、次
いでその下段壁パネルの上端中央部に開口する円弧凹曲
溝内へ、上記梁用取付金具のスリツトを通じて、正面視
のほぼT字型をなす連結金具の狭幅な下半板片を、上方
から梁用取付金具の水平板片と直交するように落し込み
没入させて、その梁用取付金具の水平板片から露出する
こととなる連結金具の広幅な上半板片へ、最後に上段壁
パネルの下端中央部に開口する円弧凹曲溝を、同じく上
方から落し込み係止させることを特徴とする。Secondly, when assembling a pair of upper and lower wall panels adjacent to each other by using a ruler angle fixedly mounted on the beam and another ruler angle fixedly mounted on the foundation, each wall is assembled. A circular arc groove is cut out at the center of the upper end and the center of the lower edge of the panel, and a vertical plate piece that can be engaged with each arc groove is attached from the mounting bracket for the base fixed to the ruler angle of the foundation. On the other hand, a slit that can communicate with each arc concave groove is formed in the horizontal plate piece protruding from the beam mounting bracket fixed to the above-mentioned ruler angle of the beam, and the lower end center part of the lower wall panel is first formed. The above-mentioned beam for the above-mentioned beam is inserted into the arc-shaped concave groove that opens at Through the slit of the mounting bracket, make a nearly T-shape in front view. The lower half plate of the connecting metal fitting is dropped from the upper side so as to be orthogonal to the horizontal plate of the mounting metal fitting for the beam, and is immersed so that it is exposed from the horizontal plate of the mounting metal fitting for the beam. It is characterized in that an arcuate concave groove that finally opens at the lower end center portion of the upper wall panel is similarly dropped from the upper side to the wide upper half plate piece and is locked.
【0012】更に、上記方法の実施に供する継手とし
て、その構成上梁に固定横架された定規アングルへの取
付金具と、その取付金具へ上方から抜き差し自在に落し
込み使用されることによって、隣り合う上下一対の壁パ
ネルを組付ける連結金具とから成り、上記取付金具を1
枚の金属板から側面視のほぼL字型又は横向きT字型に
曲成して、その定規アングルへの取付けベースとなる垂
直板片から張り出す水平板片に、連結金具を落し込む一
定長さのスリツトを開口させると共に、上記連結金具を
同じく1枚の金属板から正面視のほぼT字型に打抜い
て、その下半板片の一定幅を上記スリツトの開口長さよ
りも小さく寸法化し、且つその下半板片の下端エツジを
下段壁パネルの上端中央部に切欠き開口された円弧凹曲
溝と対応する円弧凸曲面に造形する一方、同じく連結金
具の上半板片を上記スリツトの開口長さよりも大きな一
定幅に寸法化し、且つその上半板片の上端エツジを上段
壁パネルの下端中央部に切欠き開口された円弧凹曲溝と
対応する円弧凸曲面に造形して、上記連結金具を取付金
具のスリツトへ、その水平板片と直交するように落し込
んで、その連結金具の下半板片を下段壁パネルの円弧凹
曲溝へ、残る上半板片を上段壁パネルの円弧凹曲溝へ、
各々係止させるように設定したことを特徴とするもので
ある。Further, as a joint used for carrying out the above method, a fitting for a ruler angle fixedly mounted on a beam due to its structure, and a fitting that can be inserted into and removed from the fitting so as to be adjacent to each other are used. It consists of a connecting bracket that assembles a pair of upper and lower wall panels that fit together.
A certain length that bends the metal plate into a substantially L-shape or a sideways T-shape in side view and drops the connecting bracket onto the horizontal plate piece that overhangs from the vertical plate piece that serves as the mounting base for the ruler angle. While opening the slit, the connecting metal fitting is punched out from a single metal plate into a substantially T-shape when viewed from the front, and the lower half plate has a certain width smaller than the opening length of the slit. The lower half edge of the lower half plate piece is shaped into an arc convex curved surface corresponding to the arc concave curved groove cut out at the center of the upper end of the lower wall panel, while the upper half plate piece of the connecting metal fitting is also formed into the slit. Dimensioned to a constant width larger than the opening length of, and shaping the upper edge of the upper half plate piece into an arc convex curved surface corresponding to the arc concave curved groove cut out in the center of the lower end of the upper wall panel, Insert the above-mentioned connecting bracket into the slit of the mounting bracket. Crowded dropped so as to be perpendicular to the horizontal plate pieces, the lower half plate piece of the connecting fitting to the circular arc concave groove of the lower wall panel, the arc concave grooves of the upper left half plate piece upper wall panel,
The feature is that they are set to be locked respectively.
【0013】[0013]
【作用】第1発明は一般梁天部での組付け工法に係り、
その上記構成によれば、梁の定規アングルに予じめ固定
設置された梁用取付金具のスリツトへ、連結金具の下半
板片を上方から直交状態に落し込み没入させて、その取
付金具の水平板片から上向きに露出する連結金具の上半
板片へ、壁パネルの下端中央部に切欠き開口された円弧
凹曲溝を、やはり上方から落し込み係止させて、その壁
パネルの下端部を固定状態に保った後、残る上端部を上
記定規アングルと接当す如く、室内方向へ押し込む。The first aspect of the present invention relates to an assembling method at the top of a general beam,
According to the above-mentioned configuration, the lower half plate piece of the connecting metal fitting is dropped into the slit of the mounting metal fitting for beam which is fixedly installed in advance at the ruler angle of the beam from the upper side so as to be immersed, and the mounting metal fitting From the horizontal plate piece to the upper half plate piece of the connecting fitting that is exposed upward, the arc concave groove opened in the center of the lower end of the wall panel is also dropped from the top and locked, and the lower end of the wall panel After the part is kept in a fixed state, the remaining upper end is pushed inward toward the room so as to contact the ruler angle.
【0014】そうすれば、その壁パネルの上端中央部に
切欠き開口された円弧凹曲溝が、上段の定規アングルに
予じめ固定設置された別な梁用取付金具のスリツトと、
相互の連通状態に自づと合致することになるため、次い
でそのスリツトを通じて上記上端中央部に開口する円弧
凹曲溝内へ、上方から別な連結金具の下半板片をやはり
落し込み係止させて、その壁パネルの上端部も固定状態
に保つのであり、このような組付け作業を反復すること
によって、複数の壁パネルを下段から上段へと順次に縦
積み連結することができる。Then, the arc concave groove formed by cutting out at the center of the upper end of the wall panel is a slit of another mounting bracket for beam which is fixedly installed in advance at the upper ruler angle.
Since it will automatically match each other's communication state, the lower half plate piece of another connecting metal fitting is also dropped from the above into the arc concave groove opening to the center of the upper end through the slit and locked. Then, the upper end of the wall panel is also kept in a fixed state, and by repeating such an assembling operation, a plurality of wall panels can be sequentially stacked vertically from the lower stage to the upper stage.
【0015】又、第2発明は基礎部での組付け工法も含
んでおり、その上記構成によれば、基礎の定規アングル
に予じめ固定設置された基礎用の取付アングルから、垂
直板片が一体的に張り出し立設されているため、壁パネ
ルの下端中央部に切欠き開口された円弧凹曲溝を、その
垂直板片へ上方から落し込み係止させることより、その
壁パネルの下端部をコンクリート基礎に対しても、軽快
に安定良く組付け固定することができ、その最下段から
上段に向かって上記第1発明の組付け工法により、順次
縦積み連結し得るわけである。The second aspect of the invention also includes a method of assembling the foundation portion. According to the above construction, a vertical plate piece is attached from the mounting angle for the foundation which is fixedly fixed to the ruler angle of the foundation. Since it is erected in an upright manner, the lower edge of the wall panel is locked by dropping the circular arc concave groove opened at the center of the lower end of the wall panel into the vertical plate piece from above and locking it. The parts can be lightly and stably assembled and fixed even on a concrete foundation, and can be sequentially vertically stacked and connected from the lowermost stage to the upper stage by the assembling method of the first invention.
【0016】更に、第3発明は上記第1、2発明の実施
上用いる継手に係り、その上記構成によれば、壁パネル
の自重を受ける梁用取付金具と、これに上方から直交状
態として且つ抜き差し自在に落し込まれる連結金具との
雌雄一対から成るため、その単に落し込みさえすれば、
取付金具の水平板片を通過する連結金具の下半板片によ
って、下段壁パネルの上端中央部を、同じく取付金具の
水平板片から上向きに露出する連結金具の上半板片によ
って、上段壁パネルの下端中央部を、その何れも一挙同
時に係止させることができ、その壁パネルの組付け作業
性を初め、継手自身の量産性にも著しく優れる。Further, a third aspect of the present invention relates to a joint used for implementing the first and second aspects of the present invention, and according to the above configuration, a beam mounting bracket for receiving the weight of the wall panel and an orthogonal state from above the beam mounting bracket. Because it consists of a male and female pair with a connecting fitting that can be freely inserted and removed, if you simply drop it in,
By the lower half plate piece of the connecting bracket that passes through the horizontal plate piece of the mounting bracket, the upper half plate piece of the connecting bracket that also exposes the upper middle part of the lower wall panel upward from the horizontal plate piece of the mounting bracket All of the center portions of the lower ends of the panels can be locked at once, and the workability of assembling the wall panels as well as the mass productivity of the joint itself is remarkably excellent.
【0017】又、その継手金具の就中連結金具に壁パネ
ルを係止した状態では、梁やその他の構造躯体が地震な
どによって層間変形を受けたとしても、壁パネルはその
上下両端中央部の円弧凹曲溝によって、その構造躯体と
追従作用する自由・円滑な挙動を行ない、その結果壁パ
ネルやその継手の損傷するおそれもなく、優れた免震性
能も発揮し得るのである。Further, in the state in which the wall panel is locked to the connecting metal fitting of the joint metal fitting, even if the beam or other structural skeleton is subjected to interlayer deformation due to an earthquake or the like, the wall panel is fixed at the upper and lower end central portions thereof. The arcuate concave groove allows free and smooth movement to follow the structural frame, resulting in no damage to the wall panel or its joints, and excellent seismic isolation performance.
【0018】[0018]
【実施例】以下、図面に基いて本発明の詳細を説明する
と、図1〜6は建物の一般梁天部におけるALC壁パネ
ルの組付け状態を示しており、(11)はI型鋼材から
成る梁、(12)はその上端部へ溶接によって固定横架
された定規アングル、(P)は一定の幅(w)と長さ
(d)並びに厚み(t)を備えたALC壁パネルであっ
て、その内部には補強鉄筋(13)が縦横の交錯状態に
埋設されている。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in detail below with reference to the drawings. FIGS. 1 to 6 show an assembled state of an ALC wall panel at the top of a general beam of a building, and (11) shows a beam made of an I-shaped steel material. , (12) is a ruler angle fixed to the upper end of the ruler by welding, and (P) is an ALC wall panel having a constant width (w), length (d) and thickness (t), Reinforcing reinforcing bars (13) are embedded in the interior in a vertically and horizontally intersecting state.
【0019】そして、その壁パネル(P)の上端中央部
と下端中央部には、成形工場又は施工現場において、一
対の円弧凹曲溝(14)(15)が切欠き開口されるこ
ととなる。(O−O)(H−H)は壁パネル(P)の幅
(w)と厚み(t)を各々2等分する仮想垂直中心線で
あり、その両垂直中心線(O−O)(H−H)上に一対
の円弧凹曲溝(14)(15)が開口位置している。A pair of arcuate concave grooves (14) and (15) are cut out at the center of the upper end and the center of the lower end of the wall panel (P) at a molding factory or a construction site. . (O-O) and (H-H) are virtual vertical center lines that divide the width (w) and the thickness (t) of the wall panel (P) into two equal parts, and both vertical center lines (O-O) ( A pair of arcuate concave grooves (14) and (15) are located on the opening (H-H).
【0020】(J)は上記梁(11)の定規アングル
(12)を利用して、壁パネル(P)の隣り合う上下一
対を縦積み連結状態に組付け使用する継手の総称であ
り、図7〜15に抽出拡大するように、壁パネル(P)
の自重を受ける梁用取付金具(A)と、これに上方から
直交状態として且つ抜き差し自在に落し込まれる連結金
具(B)との雌雄一対から成る。(J) is a general term for joints in which a pair of adjacent upper and lower wall panels (P) are assembled in a vertically stacked connection state by using the ruler angle (12) of the beam (11). Wall panel (P) so that it can be expanded to 7 to 15
A pair of male and female of a beam mounting metal fitting (A) for receiving its own weight and a connecting metal fitting (B) which is vertically inserted into the beam mounting metal fitting (A) and is freely inserted and removed.
【0021】即ち、先づ取付金具(A)は1枚の金属板
から側面視のほぼL字型に曲成されており、その垂直板
片(16)が上記梁(11)の定規アングル(12)に
対する取付ベースとして、その定規アングル(12)の
垂直面へ溶接固定されることになる。そして、その固定
状態では図1〜5から明白なように、残る水平板片(1
7)が定規アングル(12)から室外方向へ張り出すよ
うになっている。That is, the mounting bracket (A) is first bent from a single metal plate into a substantially L-shape in a side view, and its vertical plate piece (16) is a ruler angle () of the beam (11). As a mounting base for 12), it will be welded and fixed to the vertical surface of the ruler angle (12). Then, in the fixed state, as is clear from FIGS. 1 to 5, the remaining horizontal plate pieces (1
7) protrudes from the ruler angle (12) in the outdoor direction.
【0022】但し、このように取付け使用し得る限りで
は、その取付金具(A)を図9、10のような側面視の
ほぼL字型に折り曲げることに代えて、図11、12の
各種変形例に示す如く、側面視の横向きT字型に造形し
たり、或いはほぼL字型に折り曲げつつも、その垂直板
片(16)の上端部をフツク状に折り返して、定規アン
グル(12)へ上方から係止させ得るように造形したり
してもさしつかえない。However, as far as it can be attached and used as described above, instead of bending the attachment metal fitting (A) into a substantially L-shape in side view as shown in FIGS. 9 and 10, various modifications shown in FIGS. As shown in the example, while shaping it into a sideways T-shape in side view or bending it into an almost L-shape, fold the upper end of the vertical plate piece (16) back into a hook shape and move it to the ruler angle (12). It does not matter even if it is shaped so that it can be locked from above.
【0023】上記取付金具(A)の水平板片(17)は
上段壁パネル(P)を安定良く受け止め得るように、垂
直板片(16)よりも大きく張り出しており、これに連
結金具落し込み用の細長いスリツト(18)が開口形成
されている。そのスリツト(18)は図5から示唆され
るように、上記定規アングル(12)の長手方向に沿っ
て一定長さ(s)だけ平行に延在しており、しかも壁パ
ネル(P)の厚み(t)を2等分する上記仮想垂直中心
線(H−H)上に開口している。The horizontal plate piece (17) of the fitting (A) is larger than the vertical plate piece (16) so as to stably receive the upper wall panel (P), and the connecting metal fitting is dropped into this. An elongated slit (18) for use in the opening is formed. As shown in FIG. 5, the slits (18) extend in parallel for a certain length (s) along the longitudinal direction of the ruler angle (12), and the thickness of the wall panel (P). There is an opening on the virtual vertical center line (H-H) that divides (t) into two equal parts.
【0024】次に、連結金具(B)は同じく1枚の金属
板から正面視の全体的なほぼT字型に打抜かれており、
その下半板片(19)の一定幅(w1)が上記スリツト
(18)の開口長さ(s)よりも若干小さく寸法化され
ることによって、上記取付金具(A)のスリツト(1
8)を通過し得るようになっている。しかも、その一定
幅(w1)を画定する下半板片(19)の左右両端エツ
ジは、互いに平行な垂直のストレート面(y1)として
言わば切欠かれている。又、同じく下半板片(19)の
下端エツジは円弧凸曲面(x1)に造形されている。Next, the connecting fitting (B) is also punched from a single metal plate into a generally T-shape as viewed from the front.
The fixed width (w1) of the lower half plate piece (19) is made slightly smaller than the opening length (s) of the slit (18), so that the slit (1) of the mounting bracket (A) is
8) can be passed. Moreover, the left and right edges of the lower half plate piece (19) defining the constant width (w1) are notched, so to speak, as vertical straight surfaces (y1) parallel to each other. Similarly, the lower edge of the lower half plate piece (19) is shaped into a circular arc convex curved surface (x1).
【0025】他方、連結金具(B)の上半板片(20)
は上記スリツト(18)の開口長さ(s)よりも逆に大
きな一定幅(w2)として、好ましくは上記取付金具
(A)の水平板片(17)と同じ幅寸法に関係設定され
ており、その一定幅(w2)を画定する上半板片(2
0)の左右両端エツジも、やはり互いに平行な垂直のス
トレート面(y2)として言わば欠き落とされている。
又、その上半板片(20)の上端エツジも円弧凸曲面
(x2)に造形されている。On the other hand, the upper half plate piece (20) of the connecting fitting (B)
Is a fixed width (w2) larger than the opening length (s) of the slit (18), and preferably the same width dimension as the horizontal plate piece (17) of the mounting bracket (A). , The upper half-plate piece (2 that defines its constant width (w2)
The left and right edges of 0) are also cut off, so to speak, as vertical straight surfaces (y2) parallel to each other.
Further, the upper edge of the upper half plate piece (20) is also shaped into an arc convex curved surface (x2).
【0026】つまり、連結金具(B)における上半板片
(20)の一定幅(w2)と、下半板片(19)の上記
一定幅(w1)との広狭寸法差(z)に基いて、その上
半板片(20)から横方向へ相対的に張り出す左右一対
の耳片部(20a)が、上記取付金具(A)の水平板片
(17)に上方から係止作用し、その連結金具(B)が
吊り掛かるようになっているわけである。従って、この
趣旨を達成し得る限りでは、図15の変形例に示すよう
に、その連結金具(B)の上半板片(20)と下半板片
(19)を、上記一定幅(w1)(w2)の広狭変化す
る何れも正面視の半月型に打抜き形成しても良い。That is, based on the difference in width (z) between the constant width (w2) of the upper half plate piece (20) and the above constant width (w1) of the lower half plate piece (19) in the connecting fitting (B). The pair of left and right ear pieces (20a) protruding relatively laterally from the upper half plate piece (20) engage with the horizontal plate piece (17) of the mounting bracket (A) from above. That is, the connecting fitting (B) is hung. Therefore, as long as this effect can be achieved, as shown in the modification of FIG. 15, the upper half plate piece (20) and the lower half plate piece (19) of the connecting fitting (B) are made to have the above-mentioned constant width (w1). ) (W2) that varies in width may be stamped and formed in a half-moon shape in front view.
【0027】但し、図7、8や図13、14に基いて上
記した通り、連結金具(B)における上半板片(20)
と下半板片(19)の左右両端エツジを、悉く平行な垂
直のストレート面(y1)(y2)として造形するなら
ば、後述するようにその両板片(19)(20)が壁パ
ネル(P)の円弧凹曲溝(14)(15)と各々係止し
た使用状態において、その円弧凹曲溝(14)(15)
と上記ストレート面(y1)(y2)との相互間には、
図6から示唆される通り、必らずや一定の空隙(g1)
(g2)が生成され、その結果壁パネル(P)の挙動に
免震作用上の融通性が与えられると共に、上記係止させ
るための組付け作業も容易となる点で、著しく有益であ
る。However, as described above with reference to FIGS. 7, 8 and 13, 14, the upper half plate piece (20) in the connecting fitting (B).
If the left and right edges of the lower half plate piece (19) are shaped as vertical straight surfaces (y1) (y2) that are parallel to each other, both plate pieces (19) (20) will be wall panels as described later. (P) The circular arc concave curved grooves (14) and (15) in the use state respectively locked with the circular arc concave curved grooves (14) and (15)
And between the straight surfaces (y1) and (y2),
As suggested from FIG. 6, an inevitable constant void (g1)
(G2) is generated, and as a result, the behavior of the wall panel (P) is given flexibility in terms of seismic isolation, and the assembling work for locking is facilitated.
【0028】又、連結金具(B)の下半板片(20)を
取付金具(A)のスリツト(18)へ落し込んだ使用状
態では、その取付金具(A)の水平板片(17)を言わ
ば仕切り境界線(X−X)として、連結金具(B)の上
半板片(20)と下半板片(19)とが、同一量(h
1)(h2)だけ相反方向へ張り出すこととなるように
寸法化することが好ましい。更に、その上半板片(2
0)の上端エツジと下半板片(19)の下端エツジに各
々付与した上記円弧凸曲面(x1)(x2)について
も、その曲率半径寸法を相互の同一に関係設定すること
が望ましい。Further, when the lower half plate piece (20) of the connecting metal fitting (B) is dropped into the slit (18) of the mounting metal fitting (A), the horizontal plate piece (17) of the mounting metal fitting (A) is used. In other words, as a partition boundary line (XX), the upper half plate piece (20) and the lower half plate piece (19) of the connecting fitting (B) have the same amount (h).
1) It is preferable to dimension so that only (h2) protrudes in the reciprocal direction. Furthermore, the upper half plate (2
It is desirable that the radius of curvature of the arc convex curved surfaces (x1) and (x2) given to the upper edge of (0) and the lower edge of the lower half plate (19) are set to have the same radius of curvature.
【0029】そうすれば、壁パネル(P)の上端中央部
と下端中央部へ、上記円弧凹曲溝(14)(15)を切
欠き開口させるに当り、その一対の相互を区別する必要
や制約なく、しかもありふれた丸鋸を用いて高能率に切
削加工することができるほか、連結金具(B)における
上記円弧凸曲面(x1)(x2)の調芯作用により、壁
パネル(P)を上記仮想垂直中心線(O−O)(H−
H)上へ、容易な組付け作業のもとで、自づと正しく配
置させ得る利点がある。In doing so, it is necessary to distinguish a pair of the arc concave grooves (14) and (15) from each other when the notches are formed in the center of the upper end and the center of the lower end of the wall panel (P). In addition to being able to perform high-efficiency cutting using a common circular saw without any restrictions, the wall panel (P) can be cut by the centering action of the circular arc convex curved surfaces (x1) and (x2) in the connecting fitting (B). The virtual vertical center line (O-O) (H-
H) has the advantage that it can be correctly placed on its own under easy assembly work.
【0030】次に、図16、17は建物の基礎部におけ
る壁パネル(P)の組付け状態を示しており、(21)
はコンクリート基礎、(22)はその内部に埋設された
補強鉄筋、(23)はその鉄筋(22)との溶接固定状
態のもとに、基礎(21)の上端部に付属一体化された
ベースアングルであって、これに上記した梁(11)の
定規アングル(12)と平行する基礎用定規アングル
(24)が、上方から溶接により固定横架されている。Next, FIGS. 16 and 17 show an assembled state of the wall panel (P) at the foundation of the building, (21)
Is a concrete foundation, (22) is a reinforcing bar embedded in the inside, and (23) is a base integrally attached to the upper end of the foundation (21) under welding and fixing with the reinforcing bar (22). A base ruler angle (24), which is an angle and is parallel to the ruler angle (12) of the beam (11), is fixed and laid by welding from above.
【0031】又、(C)はその定規アングル(24)へ
壁パネル(P)を組付けるための基礎用取付金具であっ
て、図18に抽出する通り、やはり1枚の金属板から一
定幅(w3)の垂直板片(25)と水平板片(26)と
を備えた側面視のほぼL字型に曲成されていると共に、
その水平板片(26)の張り出し先端部が垂直板片(2
5)の中途高さ位置と接当する如く、更に連続して折り
返されることにより、上記基礎(21)の定規アングル
(24)に対する高剛性な所謂中空ボツクス型の取付ベ
ースとして仕上げられている。そして、その取付ベース
が上記定規アングル(24)の水平面へ上方から溶接固
定されるようになっている。Further, (C) is a base mounting metal fitting for assembling the wall panel (P) to the ruler angle (24), and as shown in FIG. 18, it is also fixed width from one metal plate. (W3) is provided with a vertical plate piece (25) and a horizontal plate piece (26) and is bent into a substantially L shape in a side view, and
The protruding end of the horizontal plate piece (26) has a vertical plate piece (2
5) It is finished as a so-called hollow box type mounting base having high rigidity with respect to the ruler angle (24) of the foundation (21) by being further folded back so as to come into contact with the mid-height position. Then, the mounting base is welded and fixed to the horizontal surface of the ruler angle (24) from above.
【0032】その場合、基礎用取付金具(C)の垂直板
片(25)は上記した連結金具(B)の上半板片(2
0)とほぼ同様に、その上端エツジが円弧凸曲面(x
3)として、又左右両端エツジが互いに平行な垂直のス
トレート面(y3)として各々造形されている。In this case, the vertical plate piece (25) of the base mounting bracket (C) is the upper half plate piece (2) of the above-mentioned connecting bracket (B).
0), its upper edge is an arc convex curved surface (x
3), and the right and left edges are formed as vertical straight surfaces (y3) parallel to each other.
【0033】更に、その円弧凸曲面(x3)の曲率半径
寸法は、上記連結金具(B)の上半板片(20)におけ
る円弧凸曲面(x2)のそれと、同一に定められている
ほか、取付金具(C)の垂直板片(25)が中空ボツク
ス型水平板片(26)の上面から張り出す量(h3)に
ついても、上記連結金具(B)の上半板片(20)が張
り出す一定量(h2)と同一に寸法化されている。尚、
その取付金具(C)の一定幅(w3)も上記連結金具
(B)における上半板片(20)の一定幅(w2)と同
一寸法に設定されている。Further, the radius of curvature of the circular arc convex curved surface (x3) is determined to be the same as that of the circular arc convex curved surface (x2) of the upper half plate piece (20) of the connecting fitting (B). Regarding the amount (h3) of the vertical plate piece (25) of the mounting bracket (C) protruding from the upper surface of the hollow box type horizontal plate piece (26), the upper half plate piece (20) of the connecting bracket (B) is also stretched. It is dimensioned to be the same as the given amount (h2). still,
The fixed width (w3) of the mounting bracket (C) is also set to the same size as the fixed width (w2) of the upper half plate piece (20) in the connecting bracket (B).
【0034】上記のような継手(J)を用いて、壁パネ
ル(P)を縦積み連結状態に組付けるに当っては、互い
に平行横架する基礎用定規アングル(24)と梁用定規
アングル(12)の所定位置へ、その基礎用取付金具
(C)の水平板片(26)と梁用取付金具(A)の垂直
板片(16)とを、各々上下の対応的に溶接固定してお
く一方、壁パネル(P)の上端中央部と下端中央部に
は、施工現場において丸鋸の使用により、一対の円弧凹
曲溝(14)(15)を切欠き開口させた上、次の通り
組付け作業するのである。尚、その両円弧凹曲溝(1
4)(15)を壁パネル(P)の成形工場において、予
じめ開口させても良いことは既に述べた通りである。When assembling the wall panels (P) in the vertically stacked connection state using the joint (J) as described above, the base ruler angle (24) and the beam ruler angle that are parallel to each other are installed. The horizontal plate piece (26) of the base mounting bracket (C) and the vertical plate piece (16) of the beam mounting bracket (A) are welded and fixed to the predetermined position of (12), respectively. On the other hand, a pair of circular arc concave grooves (14) and (15) are cut out at the upper end center and the lower end center of the wall panel (P) by using a circular saw at the construction site. The assembly work is done as follows. In addition, both arc concave groove (1
4) As described above, (15) may be preliminarily opened in the wall panel (P) molding factory.
【0035】即ち、先づ下段壁パネル(P)の下端中央
部に開口する円弧凹曲溝(15)を、基礎用取付金具
(C)から張り出し起立する垂直板片(25)へ、図1
6のように上方から落し込み係止させた上、その下段壁
パネル(P)の上端部を梁(11)の定規アングル(1
2)と接当する如くに、室内方向へ押し込み操作する。That is, an arcuate concave groove (15) which is opened at the center of the lower end of the lower wall panel (P) is first extended to the vertical plate piece (25) protruding from the mounting bracket (C) for foundation to the vertical plate piece (25) shown in FIG.
As shown in FIG. 6, the upper end portion of the lower wall panel (P) is dropped from above and locked, and the upper end of the lower wall panel (P) is angled with a ruler (1) of the beam (11).
Push it toward the room so that it touches 2).
【0036】そうすれば、その下段壁パネル(P)の上
端中央部に開口する円弧凹曲溝(14)と、梁用取付金
具(A)の水平板片(17)に開口するスリツト(1
8)とが、上記仮想垂直中心線(O−O)(H−H)上
において自づと合致連通することになる。By doing so, the circular arc concave groove (14) opening in the center of the upper end of the lower wall panel (P) and the slit (1) opening in the horizontal plate piece (17) of the beam mounting bracket (A).
And 8) will be in self-conformity with each other on the virtual vertical center line (O-O) (H-H).
【0037】そこで、その下段壁パネル(P)の上端中
央部に開口する円弧凹曲溝(14)内へ、梁用取付金具
(A)のスリツト(18)を通じて、上方から図1に付
記するように、連結金具(B)の狭幅な下半板片(1
9)を落し込み没入させることにより、第1次的に下段
壁パネル(P)を固定状態に保つと共に、その連結金具
(B)と取付金具(A)とをスポツト溶接などによって
仮り止めする。そのスポツト溶接は連結金具(B)の上
記張り出し耳部(20a)において、効果的に付与する
ことができる。Therefore, the upper wall of the lower wall panel (P) is inserted into the circular arc concave groove (14) opened at the center of the upper end of the lower wall panel (P) through the slit (18) of the beam mounting bracket (A), and is added to FIG. 1 from above. , The lower half plate piece (1) of the fitting (B)
The lower wall panel (P) is primarily maintained in a fixed state by dropping and immersing 9), and the connecting metal fitting (B) and the mounting metal fitting (A) are temporarily fixed by spot welding or the like. The spot welding can be effectively applied to the protruding ear portion (20a) of the connecting fitting (B).
【0038】その固定状態では、連結金具(B)と梁用
取付金具(A)の水平板片(17)とが、壁パネル
(P)の仮想垂直中心線(O−O)(H─H)上におい
て相互に正しく直交することとなり、又その連結金具
(B)の広幅な上半板片(20)が、同じく取付金具
(A)の水平板片(17)から上方へ一定量(h2)だ
け露出する。In the fixed state, the connecting metal fitting (B) and the horizontal plate piece (17) of the beam mounting metal fitting (A) make the virtual vertical center line (O-O) (H-H) of the wall panel (P). ), They are orthogonal to each other correctly, and the wide upper half plate piece (20) of the connecting metal fitting (B) also rises a certain amount (h2) upward from the horizontal plate piece (17) of the mounting metal fitting (A). ) Only exposed.
【0039】そこで、その露出した連結金具(B)の上
半板片(20)へ、上記基礎用取付金具(C)の垂直板
片(25)に対する下段壁パネル(P)の落し込み操作
と同様に、次いで上段壁パネル(P)の下端中央部に開
口する円弧凹曲溝(15)を、図1、2のように上方か
ら落し込み係止させた上、やはりその上段壁パネル
(P)の上端部を室内方向へ押し込むのである。そうす
れば、壁パネル(P)の隣り合う上下一対が継手(J)
を介して、図3〜6のように安定な縦積み状態に連結さ
れる結果となる。そして、このような操作を反復するこ
とにより、複数の壁パネル(P)を下段から上段へと順
次に縦積み連結するわけである。Then, the lower wall panel (P) is dropped into the upper half plate piece (20) of the exposed connecting metal fitting (B) with respect to the vertical plate piece (25) of the base mounting metal fitting (C). Similarly, as shown in FIGS. 1 and 2, the arcuate concave groove (15) that opens in the center of the lower end of the upper wall panel (P) is dropped from above and locked, and the upper wall panel (P) is also locked. ) Is pushed toward the inside of the room. Then, the pair of upper and lower adjacent wall panels (P) are joints (J).
The result is a stable vertical stacking state as shown in FIGS. Then, by repeating such an operation, the plurality of wall panels (P) are sequentially stacked vertically from the lower stage to the upper stage.
【0040】上記のように、壁パネル(P)の上端中央
部と下端中央部に開口する円弧凹曲溝(14)(15)
が、これと対応する円弧凸曲面(x1)(x2)(x
3)を備えた連結金具(B)の上半板片(20)並びに
下半板片(19)や、基礎用取付金具(C)の垂直板片
(25)と係止される関係にあるため、その壁パネル
(P)の上記の落し込み操作を極めて容易に能率良く行
なうことができ、又上記のように落し込みさえすれば、
壁パネル(P)の組付け作業として完遂することにな
る。As described above, the arcuate concave grooves (14) (15) opening at the upper end center and the lower end center of the wall panel (P).
However, the corresponding arc convex curved surface (x1) (x2) (x
3) The upper half plate piece (20) and the lower half plate piece (19) of the connecting metal fitting (B) provided with 3) and the vertical plate piece (25) of the base mounting metal fitting (C) are locked. Therefore, the above-mentioned dropping operation of the wall panel (P) can be performed extremely easily and efficiently, and as long as it is dropped as described above,
This will be completed as the work of assembling the wall panel (P).
【0041】更に、基礎用取付金具(C)の垂直板片
(25)や、梁用取付金具(A)のスリツト(18)に
直交する如く落し込まれた連結金具(B)は、その何れ
も壁パネル(P)の上記仮想垂直中心線(O−O)(H
−H)上に正しく位置しつつ、しかも上記円弧凸曲面
(x1)(x2)(x3)と円弧凹曲溝(14)(1
5)を介して、壁パネル(P)との係止状態に保たれる
ため、その壁パネル(P)は円滑なローリング作用を営
なむこととなり、地震などによって梁(11)や基礎
(21)などの構造躯体が層間変形を受けたとしても、
これに追従する挙動を支障なく行なえ、優れた免震性を
発揮し得るのである。Further, the vertical plate piece (25) of the base mounting bracket (C) or the connecting bracket (B) dropped so as to be orthogonal to the slit (18) of the beam mounting bracket (A) is any one of them. Also, the virtual vertical center line (O-O) (H) of the wall panel (P)
-H), the circular arc convex curved surface (x1) (x2) (x3) and the circular arc concave curved groove (14) (1) are correctly positioned.
5), the wall panel (P) is held in a locked state with the wall panel (P), so that the wall panel (P) performs a smooth rolling action, and the beam (11) and the foundation (21) are subjected to an earthquake or the like. ), Etc., even if the structural frame undergoes interlayer deformation,
The behavior that follows this can be performed without any hindrance, and excellent seismic isolation can be exhibited.
【0042】尚、壁パネル(P)の隣り合う左右相互間
は図5から明白なように、所謂凹凸嵌合状態に保たれる
のであり、壁パネル(P)の上記隣り合う上下相互間と
同じく、セメントモルタルによって固定されず、地震な
どに際会するも各壁パネル(P)がロツキング作用し得
る状態になっている。As is clear from FIG. 5, the adjacent left and right sides of the wall panel (P) are kept in a so-called concave-convex fitting state, and the adjacent upper and lower sides of the wall panel (P). Similarly, each wall panel (P) is not fixed by cement mortar and is in a state in which it can act as a rocking when it encounters an earthquake or the like.
【0043】[0043]
【発明の効果】以上のように、本発明ではALC壁パネ
ル(P)の組付け工法として、梁(11)に固定横架さ
れた定規アングル(12)を利用して、隣り合う上下一
対のALC壁パネル(P)を組付けるに当り、各壁パネ
ル(P)の上端中央部と下端中央部に円弧凹曲溝(1
4)(15)を切欠き開口させると共に、上記定規アン
グル(12)へ固定された梁用取付金具(A)から張り
出す水平板片(17)に、各円弧凹曲溝(14)(1
5)と連通し得るスリツト(18)を開口形成して、そ
の取付金具(A)のスリツト(18)を通じて、下段壁
パネル(P)の上端中央部に開口する円弧凹曲溝(1
4)内へ、先づ正面視のほぼT字型をなす連結金具
(B)の狭幅な下半板片(19)を、上方から取付金具
(A)の水平板片(17)と直交するように落し込み没
入させ、その取付金具(A)の上記水平板片(17)か
ら露出することとなる連結金具(B)の広幅な上半板片
(20)へ、次いで上段壁パネル(P)の下端中央部に
開口する円弧凹曲溝(15)を、同じく上方から落し込
み係止させるようになっているため、冒頭に述べた従来
技術の諸問題を完全に解決できる効果がある。As described above, according to the present invention, as a method of assembling the ALC wall panel (P), the ruler angle (12) fixedly mounted on the beam (11) is used to make a pair of adjacent upper and lower parts. When assembling the ALC wall panel (P), an arc concave groove (1) is formed at the center of the upper end and the center of the lower end of each wall panel (P).
4) The circular plate groove (14) (1) is formed on the horizontal plate piece (17) protruding from the beam mounting bracket (A) fixed to the ruler angle (12) while opening the notch (15).
5) A slit (18) which can communicate with 5) is formed in an opening, and through the slit (18) of the mounting bracket (A), a circular arc concave groove (1) opened at the center of the upper end of the lower wall panel (P).
4) Inside, the narrow lower half plate piece (19) of the connecting metal fitting (B) which is almost T-shaped in front view is orthogonal to the horizontal plate piece (17) of the mounting metal fitting (A) from above. To the wide upper half plate piece (20) of the connecting metal fitting (B) which is exposed from the horizontal plate piece (17) of the mounting metal fitting (A), and then to the upper wall panel ( Since the arcuate concave groove (15) that opens at the center of the lower end of P) is also dropped and locked from above, it has the effect of completely solving the problems of the prior art mentioned at the beginning. .
【0044】つまり、梁用取付金具(A)と連結金具
(B)との雌雄一対から成る継手(J)を用意すれば足
り、その最少部品点数によって、しかも一般梁天部にお
ける壁パネル(P)の組付け作業を、悉く同じ操作法の
もとで著しく軽快に能率良く行なえるのであり、特に請
求項2の組付け工法によれば、その建物の一般梁天部だ
けでなく、基礎部での組付け作業も頗る高能率に実行で
きることとなる。That is, it suffices to prepare a joint (J) consisting of a male and female pair of a mounting bracket (A) for a beam and a connecting bracket (B), and the wall panel (P) at the top of a general beam can be controlled by the minimum number of parts. The assembling work can be performed remarkably lightly and efficiently under the same operating method. Especially, according to the assembling method of claim 2, the assembling at the foundation part as well as the general beam top part of the building. The work can be performed with high efficiency.
【0045】又、上記組付け工法に用いる継手(J)と
しては、請求項3に特定記載した通り、その構成上梁
(11)に固定横架された定規アングル(12)への取
付金具(A)と、その取付金具(A)へ上方から抜き差
し自在に落し込み使用されることによって、隣り合う上
下一対のALC壁パネル(P)を組付ける連結金具
(B)とから成り、上記取付金具(A)を1枚の金属板
から側面視のほぼL字型又は横向きT字型に曲成して、
その定規アングル(12)への取付けベースとなる垂直
板片(16)から張り出す水平板片(17)に、連結金
具(B)を落し込む一定長さ(s)のスリツト(18)
を開口させると共に、上記連結金具(B)を同じく1枚
の金属板から正面視のほぼT字型に打抜いて、その下半
板片(19)の一定幅(w1)を上記スリツト(18)
の開口長さ(s)よりも小さく寸法化し、且つその下半
板片(19)の下端エツジを下段壁パネル(P)の上端
中央部に切欠き開口された円弧凹曲溝(14)と対応す
る円弧凸曲面(x1)に造形する一方、同じく連結金具
(B)の上半板片(20)を、上記スリツト(18)の
開口長さ(s)よりも大きな一定幅(w2)に寸法化
し、且つその上半板片(20)の上端エツジを上段壁パ
ネル(P)の下端中央部に切欠き開口された円弧凹曲溝
(15)と対応する円弧凸曲面(x2)に造形して、上
記連結金具(B)を取付金具(A)のスリツト(18)
へ、その水平板片(17)と直交するように落し込ん
で、その連結金具(B))の下半板片(19)を下段壁
パネル(P)の円弧凹曲溝(14)へ、残る上半板片
(20)を上段壁パネル(P)の円弧凹曲溝(15)
へ、各々係止させるように設定してあるため、施工現場
でもありふれた丸鋸の使用により、簡便に切欠き開口で
きる壁パネル(P)の円弧凹曲溝(14)(15)と、
連結金具(B)の上半板片(20)並びに下半板片(1
9)との相互を、極めて円滑に安定良く係止させること
ができ、その組付け作業性に優れるにも拘らず、一旦係
止した状態のもとでは、梁(11)やその他の構造躯体
が万一変形したとしても、各壁パネル(P)はその円弧
凹曲溝(14)(15)によって円滑にローリング作用
し、壁パネル(P)自身やその継手(J)を損傷するお
それもない。免震性も著しく昂め得る効果がある。Further, as the joint (J) used in the above-mentioned assembling method, as described in the third aspect of the invention, a metal fitting (for attaching to the ruler angle (12) fixedly mounted on the beam (11) is used because of its structure. A) and a connecting metal fitting (B) for assembling a pair of upper and lower ALC wall panels (P) that are adjacent to each other by being dropped into the mounting metal fitting (A) from above and used. (A) is bent from one metal plate into a substantially L-shape or a sideways T-shape in side view,
A fixed length (s) slit (18) for dropping the connecting metal fitting (B) into a horizontal plate piece (17) protruding from a vertical plate piece (16) serving as a mounting base for the ruler angle (12).
And the connecting metal fitting (B) is punched out from a single metal plate into a substantially T-shape in a front view, and a fixed width (w1) of the lower half plate piece (19) is set to the slit (18). )
Is smaller than the opening length (s) of the lower half plate (19), and the lower edge of the lower half plate piece (19) is formed as a circular arc groove (14) notched and opened at the upper center of the lower wall panel (P). While modeling the corresponding arc convex curved surface (x1), the upper half plate piece (20) of the connecting metal fitting (B) is also made to have a constant width (w2) larger than the opening length (s) of the slit (18). The upper edge of the upper half plate piece (20) is dimensioned and shaped into an arc convex curved surface (x2) corresponding to the arc concave curved groove (15) opened in the center of the lower end of the upper wall panel (P). Then, the connecting bracket (B) is attached to the slit (18) of the mounting bracket (A).
, And the lower half plate piece (19) of the connecting metal fitting (B) is dropped into the arc concave curved groove (14) of the lower wall panel (P). The remaining upper half-plate piece (20) is replaced with the circular arc concave groove (15) of the upper wall panel (P).
Since they are set to be locked, the circular saw grooves (14) and (15) of the wall panel (P) that can be easily opened by using a circular saw that is common even at the construction site,
The upper half plate piece (20) and the lower half plate piece (1) of the connecting fitting (B)
9) can be locked with each other very smoothly and stably, and despite its excellent workability in assembly, once locked, the beam (11) or other structural frame Even if the wall panel is deformed, the wall panel (P) smoothly rolls due to the arcuate concave grooves (14) and (15), which may damage the wall panel (P) itself and its joint (J). Absent. Seismic isolation is also effective.
【0046】しかも、上記構成を備えた継手(J)は板
金プレス加工によって、安価に量産することができ、そ
の使用上も取付金具(A)のスリツト(18)へ、連結
金具(B)を上方から落し込めば足りるので、この種多
量に使う継手として頗る有益である。Moreover, the joint (J) having the above structure can be mass-produced at a low cost by sheet metal press working, and the connecting metal fitting (B) is attached to the slit (18) of the mounting metal fitting (A) in use. Since it is sufficient to drop it from above, it is very useful as a joint used in large quantities of this kind.
【0047】特に、その継手(J)として請求項4の構
成を採用するならば、連結金具(B)の製作を一層容易
に行なえ、これと係止作用する壁パネル(P)の円弧凹
曲溝(14)(15)も、その上下一対を区別する必要
なく、施工現場において同じ丸鋸を使用しつつ、軽快に
切欠き開口させることができるほか、上記壁パネル
(P)のローリング作用としても、その各個の均一に営
なませ得る効果がある。Particularly, if the structure of claim 4 is adopted as the joint (J), the connecting metal fitting (B) can be manufactured more easily, and the arcuate concave curve of the wall panel (P) engaging with the metal fitting can be made. The grooves (14) and (15) can be lightly cut open while using the same circular saw at the construction site without distinguishing the upper and lower pairs, and also as a rolling action of the wall panel (P). However, there is an effect that each individual can be operated uniformly.
【0048】更に、請求項5の構成を採用するならば、
連結金具(B)の下半板片(19)を梁用取付金具
(A)のスリツト(18)へ、一層円滑に安定良く落し
込み操作することができ、しかも壁パネル(P)との係
止状態において、その各円弧凹曲溝(14)(15)と
連結金具(B)の各板片(19)(20)との相互間に
確保される一定空隙(g1)(g2)により、その構造
躯体の変形に追従作用する壁パネル(P)の挙動をます
ます自由・円滑に営なませることができ、その融通性に
基いて上記壁パネル(P)の組付け作業性も大いに昂め
得る効果がある。Further, if the configuration of claim 5 is adopted,
The lower half plate piece (19) of the connecting metal fitting (B) can be smoothly and stably dropped into the slit (18) of the beam mounting metal fitting (A) for operation, and the connection with the wall panel (P) can be performed. In the stopped state, due to the constant gaps (g1) (g2) secured between the arc concave curved grooves (14) (15) and the plate pieces (19) (20) of the connecting fitting (B), The behavior of the wall panel (P) that follows the deformation of the structural body can be more and more freely and smoothly performed, and the flexibility of the above-mentioned wall panel (P) also greatly improves the workability of assembly. It has a remarkable effect.
【図1】本発明における一般梁天部での壁パネル組付け
作業過程を示す斜面図である。FIG. 1 is a perspective view showing a work process of assembling a wall panel at a ceiling portion of a general beam according to the present invention.
【図2】図1に続く作業過程を示す斜面図である。FIG. 2 is a perspective view showing a work process following FIG.
【図3】その壁パネルの組付け状態を示す斜面図であ
る。FIG. 3 is a perspective view showing an assembled state of the wall panel.
【図4】同じく組付け状態を示す要部拡大の側断面図で
ある。FIG. 4 is a side cross-sectional view of an enlarged main part, similarly showing the assembled state.
【図5】図4の5−5線断面図である。5 is a sectional view taken along line 5-5 of FIG.
【図6】図4の6−6線断面図である。6 is a sectional view taken along line 6-6 of FIG.
【図7】本発明の継手を抽出して示す分解斜面図であ
る。FIG. 7 is an exploded perspective view showing an extracted joint of the present invention.
【図8】同じく継手の梁用取付金具に対して連結金具を
落し込んだ状態の斜面図である。FIG. 8 is a perspective view showing a state where the connecting metal fitting is dropped into the beam mounting metal fitting of the joint.
【図9】その梁用取付金具の平面図である。FIG. 9 is a plan view of the beam mounting bracket.
【図10】図9の10−10線断面図である。10 is a sectional view taken along the line 10-10 of FIG.
【図11】取付金具の変形例を示す側断面図である。FIG. 11 is a side sectional view showing a modified example of the mounting member.
【図12】取付金具の別な変形例を示す側断面図であ
る。FIG. 12 is a side sectional view showing another modified example of the mounting member.
【図13】連結金具の正面図である。FIG. 13 is a front view of a connecting fitting.
【図14】図13の14−14線断面図である。14 is a sectional view taken along line 14-14 of FIG.
【図15】その連結金具の変形例を示す正面図である。FIG. 15 is a front view showing a modified example of the connecting fitting.
【図16】基礎部における壁パネルの組付け状態を示す
側断面図である。FIG. 16 is a side sectional view showing an assembled state of the wall panel in the base portion.
【図17】図16の17−17線断面図である。17 is a cross-sectional view taken along line 17-17 of FIG.
【図18】その基礎用取付金具を抽出して示す斜面図で
ある。FIG. 18 is a perspective view showing the mounting bracket for the foundation in an extracted manner.
(11)・梁 (12)・梁用定規アングル (14)・円弧凹曲溝 (15)・円弧凹曲溝 (16)・垂直板片 (17)・水平板片 (18)・スリツト (19)・下半板片 (20)・上半板片 (21)・基礎 (24)・基礎用定規アングル (25)・垂直板片 (26)・水平板片 (A)・・梁用取付金具 (B)・・連結金具 (C)・・基礎用取付金具 (J)・・継手 (P)・・壁パネル (11) -Beams (12) -Beam ruler angle (14) -Arc concave groove (15) -Arc concave groove (16) -Vertical plate piece (17) -Horizontal plate piece (18) -Slit (19) ) · Lower half plate piece (20) · Upper half plate piece (21) · Foundation (24) · Ruler angle for foundation (25) · Vertical plate piece (26) · Horizontal plate piece (A) · · Beam mounting bracket (B) ・ ・ Coupling bracket (C) ・ ・ Mounting bracket for foundation (J) ・ ・ Joint (P) ・ ・ Wall panel
Claims (5)
(12)を利用して、隣り合う上下一対のALC壁パネ
ル(P)を組付けるに当り、 各壁パネル(P)の上端中央部と下端中央部に円弧凹曲
溝(14)(15)を切欠き開口させると共に、 上記定規アングル(12)へ固定された梁用取付金具
(A)から張り出す水平板片(17)に、各円弧凹曲溝
(14)(15)と連通し得るスリツト(18)を開口
形成して、 その取付金具(A)のスリツト(18)を通じて、下段
壁パネル(P)の上端中央部に開口する円弧凹曲溝(1
4)内へ、先づ正面視のほぼT字型をなす連結金具
(B)の狭幅な下半板片(19)を、上方から取付金具
(A)の水平板片(17)と直交するように落し込み没
入させ、 その取付金具(A)の上記水平板片(17)から露出す
ることとなる連結金具(B)の広幅な上半板片(20)
へ、次いで上段壁パネル(P)の下端中央部に開口する
円弧凹曲溝(15)を、同じく上方から落し込み係止さ
せることを特徴とする軽量気泡コンクリート壁パネルの
組付け工法。1. When assembling a pair of upper and lower ALC wall panels (P) adjacent to each other by using a ruler angle (12) fixed horizontally on a beam (11), the upper end of each wall panel (P) A horizontal plate piece (17) is formed by notching and opening circular arc curved grooves (14) and (15) in the central portion and the lower end central portion and protruding from the beam mounting metal fitting (A) fixed to the ruler angle (12). A slit (18) that can communicate with each of the arcuate concave grooves (14) and (15) is formed in the opening, and the upper end central portion of the lower wall panel (P) is passed through the slit (18) of the mounting bracket (A). Circular concave groove (1
4) Inside, the narrow lower half plate piece (19) of the connecting metal fitting (B) which is almost T-shaped in front view is orthogonal to the horizontal plate piece (17) of the mounting metal fitting (A) from above. The upper half plate piece (20) of the connecting metal fitting (B), which is to be soaked in and retracted so as to be exposed from the horizontal plate piece (17) of the mounting metal fitting (A).
Next, a method for assembling a lightweight cellular concrete wall panel, characterized in that an arcuate concave groove (15) opening at the center of the lower end of the upper wall panel (P) is also dropped and locked from above.
(12)と、基礎(21)に固定横架された別な定規ア
ングル(24)とを利用して、隣り合う上下一対のAL
C壁パネル(P )を組付けるに当り、 各壁パネル(P)の上端中央部と下端中央部に円弧凹曲
溝(14)(15)を切欠き開口させると共に、 上記基礎(21)の定規アングル(24)へ固定された
基礎用取付金具(C)から、各円弧凹曲溝(14)(1
5)と係止し得る垂直板片(25)を張り出す一方、 上記梁(11)の定規アングル(12)へ固定された梁
用取付金具(A)から張り出す水平板片(17)に、各
円弧凹曲溝(14)(15)と連通し得るスリツト(1
8)を開口形成して、 先づ、下段壁パネル(P)の下端中央部に開口する円弧
凹曲溝(15)を、上記基礎用取付金具(C)の垂直板
片(25)へ、上方から落し込み係止させ、 次いで、その下段壁パネル(P)の上端中央部に開口す
る円弧凹曲溝(14)内へ、上記梁用取付金具(A)の
スリツト(18)を通じて、正面視のほぼT字型をなす
連結金具(B)の狭幅な下半板片(19)を、上方から
梁用取付金具(A)の水平板片(17)と直交するよう
に落し込み没入させて、 その梁用取付金具(A)の水平板片(17)から露出す
ることとなる連結金具(B)の広幅な上半板片(20)
へ、最後に上段壁パネル(P)の下端中央部に開口する
円弧凹曲溝(15)を、同じく上方から落し込み係止さ
せることを特徴とする軽量気泡コンクリート壁パネルの
組付け工法。2. A pair of upper and lower adjoining upper and lower sides using a ruler angle (12) fixed and laterally fixed to the beam (11) and another ruler angle (24) fixed and laterally fixed to the foundation (21). AL
When assembling the C wall panel (P), the circular arc concave grooves (14) and (15) are notched and opened at the upper end center part and the lower end center part of each wall panel (P), and From the mounting bracket (C) for the base fixed to the ruler angle (24), each arcuate concave groove (14) (1)
5) A vertical plate piece (25) which can be locked with the horizontal plate piece (17) which is projected from the beam mounting metal fitting (A) fixed to the ruler angle (12) of the beam (11) is projected on the horizontal plate piece (17). , A slit (1) that can communicate with each circular arc concave groove (14) (15)
8) is formed as an opening, and first, an arcuate concave groove (15) opening at the lower end central portion of the lower wall panel (P) is attached to the vertical plate piece (25) of the foundation mounting bracket (C). It is locked by dropping it from the upper side, and then, through the slit (18) of the beam mounting bracket (A), into the circular arc concave groove (14) opening at the upper end center of the lower wall panel (P), The narrow lower half plate piece (19) of the connecting metal fitting (B), which is almost T-shaped as seen, is dropped from above so as to be orthogonal to the horizontal plate piece (17) of the beam mounting metal fitting (A), and is immersed. Then, the wide upper half plate piece (20) of the connecting fitting (B) to be exposed from the horizontal plate piece (17) of the beam mounting fitting (A).
Finally, a method for assembling a lightweight cellular concrete wall panel, which is characterized in that an arcuate concave groove (15) that finally opens in the center of the lower end of the upper wall panel (P) is also dropped and locked from above.
(12)への取付金具(A)と、その取付金具(A)へ
上方から抜き差し自在に落し込み使用されることによっ
て、隣り合う上下一対のALC壁パネル(P)を組付け
る連結金具(B)とから成り、 上記取付金具(A)を1枚の金属板から側面視のほぼL
字型又は横向きT字型に曲成して、その定規アングル
(12)への取付けベースとなる垂直板片(16)から
張り出す水平板片(17)に、連結金具(B)を落し込
む一定長さ(s)のスリツト(18)を開口させると共
に、 上記連結金具(B)を同じく1枚の金属板から正面視の
ほぼT字型に打抜いて、その下半板片(19)の一定幅
(w1)を上記スリツト(18)の開口長さ(s)より
も小さく寸法化し、且つその下半板片(19)の下端エ
ツジを下段壁パネル(P)の上端中央部に切欠き開口さ
れた円弧凹曲溝(14)と対応する円弧凸曲面(x1)
に造形する一方、 同じく連結金具(B)の上半板片(20)を、上記スリ
ツト(18)の開口長さ(s)よりも大きな一定幅(w
2)に寸法化し、且つその上半板片(20)の上端エツ
ジを上段壁パネル(P)の下端中央部に切欠き開口され
た円弧凹曲溝(15)と対応する円弧凸曲面(x2)に
造形して、 上記連結金具(B)を取付金具(A)のスリツト(1
8)へ、その水平板片(17)と直交するように落し込
んで、その連結金具(B)の下半板片(19)を下段壁
パネル(P)の円弧凹曲溝(14)へ、残る上半板片
(20)を上段壁パネル(P)の円弧凹曲溝(15)
へ、各々係止させるように設定したことを特徴とする軽
量気泡コンクリート壁パネルの組付け用継手。3. A mounting bracket (A) for a ruler angle (12) fixedly mounted on a beam (11), and a mounting bracket (A) which is inserted into the mounting bracket (A) from above so that it can be freely inserted and removed. It is composed of a pair of upper and lower ALC wall panels (P) that fit together and a connecting metal fitting (B).
The connecting metal fitting (B) is dropped into a horizontal plate piece (17) which is bent in a letter shape or a lateral T shape and projects from a vertical plate piece (16) serving as a mounting base for the ruler angle (12). A slit (18) having a constant length (s) is opened, and the connecting metal fitting (B) is punched out from a single metal plate into a substantially T-shape in a front view, and a lower half plate piece (19) thereof. Width (w1) of the slit (18) is made smaller than the opening length (s) of the slit (18), and the lower edge of the lower half plate (19) is cut at the center of the upper end of the lower wall panel (P). A circular arc convex curved surface (x1) corresponding to the circular arc concave curved groove (14) opened in the notch
On the other hand, similarly, the upper half plate piece (20) of the connecting metal fitting (B) is fixed to a width (w) larger than the opening length (s) of the slit (18).
2), and the upper edge of the upper half plate piece (20) is cut out at the center of the lower end of the upper wall panel (P) to form an arc concave curved groove (15) corresponding to an arc convex curved surface (x2). ), And connect the above-mentioned connecting bracket (B) to the slit (1) of the mounting bracket (A).
8) is dropped into the horizontal plate piece (17) so as to be orthogonal to the horizontal plate piece (17), and the lower half plate piece (19) of the connecting metal fitting (B) is inserted into the arc concave groove (14) of the lower wall panel (P). , The remaining upper half plate piece (20) with the arc concave groove (15) of the upper wall panel (P)
The fittings for assembling lightweight cellular concrete wall panels, characterized in that they are set so as to be locked respectively.
の上端エツジをなす円弧凸曲面(x2)と、同じく下半
板片(19)の下端エツジをなす円弧凸曲面(x1)と
を、相互の同一曲率半径寸法のもとに造形すると共に、 取付金具(A)の水平板片(17)に開口するスリツト
(18)へ落し込んだ時、その水平板片(17)を仕切
り境界線(X−X)として、連結金具(B)の上半板片
(20)と下半板片(19)とが、同一量(h1)(h
2)だけ相反方向へ張り出すように寸法化したことを特
徴とする請求項3記載の軽量気泡コンクリート壁パネル
の組付け用継手。4. An upper half plate piece (20) in a connecting fitting (B).
The circular arc convex curved surface (x2) that forms the upper edge of and the circular arc convex curved surface (x1) that also forms the lower edge of the lower half plate piece (19) are shaped under the same mutual radius of curvature and are mounted. When the horizontal plate piece (17) of the metal fitting (A) is dropped into the slit (18) that opens into the horizontal plate piece (17), the horizontal plate piece (17) is used as a partition boundary line (XX) and the upper half of the connecting metal fitting (B). The plate piece (20) and the lower half plate piece (19) have the same amount (h1) (h
The joint for assembling a lightweight cellular concrete wall panel according to claim 3, which is dimensioned so as to project only in 2) in opposite directions.
の左右両端エツジと、同じく下半板片(19)の左右両
端エツジとを、悉く平行な垂直のストレート面(y1)
(y2)として切欠くことにより、 その連結金具(B)の上半板片(20)が上段壁パネル
(P)の円弧凹曲溝(15)へ、同じく下半板片(1
9)が下段壁パネル(P)の円弧凹曲溝(14)へ各々
係止した時、その円弧凹曲溝(14)(15)と上記ス
トレート面(y1)(y2)との相互間に、各々一定の
空隙(g1)(g2)が生成されるように設定したこと
を特徴とする請求項3記載の軽量気泡コンクリート壁パ
ネルの組付け用継手。5. An upper half plate piece (20) in a connecting fitting (B).
The right and left edges of the lower half plate (19) and the right and left edges of the lower half plate piece (19).
By notching as (y2), the upper half plate piece (20) of the connecting fitting (B) is inserted into the arcuate concave groove (15) of the upper wall panel (P), and the lower half plate piece (1) is also formed.
When each of 9) is locked in the circular arc concave groove (14) of the lower wall panel (P), between the circular arc concave groove (14) (15) and the straight surface (y1) (y2). The joint for assembling a lightweight cellular concrete wall panel according to claim 3, characterized in that a constant void (g1) (g2) is generated.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16925191A JPH0715190B2 (en) | 1991-06-13 | 1991-06-13 | Assembly method for lightweight cellular concrete wall panels and joints therefor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16925191A JPH0715190B2 (en) | 1991-06-13 | 1991-06-13 | Assembly method for lightweight cellular concrete wall panels and joints therefor |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH06220941A JPH06220941A (en) | 1994-08-09 |
| JPH0715190B2 true JPH0715190B2 (en) | 1995-02-22 |
Family
ID=15883051
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP16925191A Expired - Lifetime JPH0715190B2 (en) | 1991-06-13 | 1991-06-13 | Assembly method for lightweight cellular concrete wall panels and joints therefor |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0715190B2 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5317443B2 (en) * | 2007-08-06 | 2013-10-16 | 有限会社ユース北浦 | Exterior wall mounting bracket |
| CN103711241A (en) * | 2014-01-21 | 2014-04-09 | 贵州金冠幕墙产品开发有限公司 | Curtain wall support and assembling method thereof as well as curtain wall system |
| CN105019613A (en) * | 2015-06-29 | 2015-11-04 | 陈廷雨 | Assembly-type exterior wall decoration plate model and processing method thereof |
-
1991
- 1991-06-13 JP JP16925191A patent/JPH0715190B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH06220941A (en) | 1994-08-09 |
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