JPH01121440A - Installation method of ALC vertical wall panel - Google Patents
Installation method of ALC vertical wall panelInfo
- Publication number
- JPH01121440A JPH01121440A JP27908887A JP27908887A JPH01121440A JP H01121440 A JPH01121440 A JP H01121440A JP 27908887 A JP27908887 A JP 27908887A JP 27908887 A JP27908887 A JP 27908887A JP H01121440 A JPH01121440 A JP H01121440A
- Authority
- JP
- Japan
- Prior art keywords
- wall panel
- panel
- ruler angle
- lower wall
- upper wall
- 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
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08F—MACROMOLECULAR COMPOUNDS OBTAINED BY REACTIONS ONLY INVOLVING CARBON-TO-CARBON UNSATURATED BONDS
- C08F283/00—Macromolecular compounds obtained by polymerising monomers on to polymers provided for in subclass C08G
- C08F283/01—Macromolecular compounds obtained by polymerising monomers on to polymers provided for in subclass C08G on to unsaturated polyesters
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
- B29C70/00—Shaping composites, i.e. plastics material comprising reinforcements, fillers or preformed parts, e.g. inserts
- B29C70/04—Shaping composites, i.e. plastics material comprising reinforcements, fillers or preformed parts, e.g. inserts comprising reinforcements only, e.g. self-reinforcing plastics
- B29C70/28—Shaping operations therefor
- B29C70/40—Shaping or impregnating by compression not applied
- B29C70/50—Shaping or impregnating by compression not applied for producing articles of indefinite length, e.g. prepregs, sheet moulding compounds [SMC] or cross moulding compounds [XMC]
- B29C70/502—Shaping or impregnating by compression not applied for producing articles of indefinite length, e.g. prepregs, sheet moulding compounds [SMC] or cross moulding compounds [XMC] by first forming a mat composed of short fibres
-
- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08L—COMPOSITIONS OF MACROMOLECULAR COMPOUNDS
- C08L67/00—Compositions of polyesters obtained by reactions forming a carboxylic ester link in the main chain; Compositions of derivatives of such polymers
- C08L67/06—Unsaturated polyesters
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29K—INDEXING SCHEME ASSOCIATED WITH SUBCLASSES B29B, B29C OR B29D, RELATING TO MOULDING MATERIALS OR TO MATERIALS FOR MOULDS, REINFORCEMENTS, FILLERS OR PREFORMED PARTS, e.g. INSERTS
- B29K2067/00—Use of polyesters or derivatives thereof, as moulding material
- B29K2067/06—Unsaturated polyesters
Landscapes
- Chemical & Material Sciences (AREA)
- Health & Medical Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Medicinal Chemistry (AREA)
- Polymers & Plastics (AREA)
- Organic Chemistry (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Engineering & Computer Science (AREA)
- Composite Materials (AREA)
- Mechanical Engineering (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、建築物の壁材として軽量気泡コンクリート(
A L C)パネルを縦壁として使用するときの取付け
が容易であり、取付部の強度が強く、且つ耐震性に極め
て優れたALC縦壁パネルの取付工法に関するものであ
る。[Detailed Description of the Invention] [Industrial Application Field] The present invention uses lightweight aerated concrete (
ALC) The present invention relates to an installation method for an ALC vertical wall panel that is easy to install when the panel is used as a vertical wall, has strong attachment parts, and has extremely excellent earthquake resistance.
従来−1ALCパネルを用いて建築物の縦壁を形成する
ときのパネルの取付工法としては、パネルの縦方向のジ
ジイント部に設けられた溝部に鉄筋を配置し、この溝部
にセメントモルタルを充填して相互に固定する工法が一
般的であった。その代表的なものは、例えば第7図に示
すように、梁1の上フランジ2の上面に梁1の長手方向
に沿って上向き定規アングル3を、その外側の垂直面が
梁1の上フランジ2の端部から外方に若干突出するよう
に固定し、この定規アングル3からパネル4の縦方向シ
タインド部に外方に水平方向に受金物5を固定し、パネ
ル4の幅方向の両端を受金物5上に載せ、パネル4の縦
方向の側面に設けられたジジイント満6に目地筋7を配
設して目地筋7の下端を受金物5に溶接し、このジヨイ
ント溝部6にセメントモルタルを充填してパネルの下部
を固定する。Conventional-1 The panel installation method when forming the vertical wall of a building using ALC panels is to place reinforcing bars in the grooves provided in the longitudinal joints of the panels, and fill these grooves with cement mortar. The common method was to fix them together. For example, as shown in FIG. 7, a typical example is to place a ruler angle 3 pointing upward along the longitudinal direction of the beam 1 on the upper surface of the upper flange 2 of the beam 1, so that the outer vertical surface of the ruler angle 3 is attached to the upper surface of the upper flange 2 of the beam 1. 2 so that it slightly protrudes outward from the edge of the panel 4, and a bracket 5 is fixed horizontally outward from the ruler angle 3 to the longitudinally tilted part of the panel 4, and both ends of the panel 4 in the width direction are fixed. It is placed on the support 5, and joint lines 7 are provided in the joints 6 provided on the vertical sides of the panel 4, the lower ends of the joint lines 7 are welded to the support 5, and cement mortar is placed in the joint grooves 6. to secure the bottom of the panel.
又パネル4の上部の取付工法としては、耐震構造をもた
せるため、パネル4の縦方向シタインド部に梁lの上フ
ランジ2の下面に下向きの定規アングル8を、その垂直
な外面が上向きの定規アングル3の外側垂直面と一余す
るように固定し、ジコイント満s6の上端近くに配設さ
れた目地筋9の上端近くの側面に溶接された第8図に示
すような切欠きのある金物10、及び目地筋9に面が平
行になるように固定された金物11よりなるスライド旗
金物12の切欠き13に下向きの定規アングル8を遊嵌
させることにより、パネル4の内面を所望の面に位置さ
せて取付ける。In addition, in order to provide an earthquake-resistant structure, the upper part of the panel 4 is installed by attaching a ruler angle 8 pointing downward to the bottom surface of the upper flange 2 of the beam l on the longitudinally tilted part of the panel 4, and a ruler angle 8 pointing upward with its vertical outer surface. A metal fitting 10 having a notch as shown in FIG. 8 is fixed to the side surface near the top end of the joint line 9, which is fixed so as to overlap the outside vertical surface of 3, and is arranged near the top end of the joint line 9. By loosely fitting the downward ruler angle 8 into the notch 13 of the sliding flag metal fitting 12, which is made of the metal fitting 11 fixed so that the surface is parallel to the joint lines 9, the inner surface of the panel 4 can be made into a desired surface. Position and install.
又パネルの上部の他の取付工法として個々のパネルの幅
方向の中央部を梁その他から突出させた金物等に座金等
を用いてボルト止めする工法が行われ、その具体例を第
9図に示す。すなわちパネル4の上側を前記と同様の下
向きの定規アングル8を設喀す、湾曲した帯板状のイナ
ヅマブレー)+4をパネル4にあけた孔を貫通するボル
ト+5を用いて係止し、イナヅマブレー)+4とパネル
4の内面との開運こできた間隙に下向きの定規アングル
8の突出部を遊嵌させる工法もある。Another method for attaching the upper part of the panel is to bolt the center part of each panel in the width direction to a beam or other hardware protruding from the beam using a washer or the like. A specific example of this method is shown in Figure 9. show. In other words, a curved strip-shaped lightning bolt +4 with a downward ruler angle 8 similar to the one described above is fixed on the upper side of the panel 4 using a bolt +5 that passes through a hole drilled in the panel 4, and the lightning bolt is fixed. There is also a construction method in which the protrusion of the downward ruler angle 8 is loosely fitted into the gap formed between the inner surface of the panel 4 and the inner surface of the panel 4.
また近時、例えば実開昭81−95807号に示される
ように2、パネルの縦方向のシタインド部を相互に固定
しないモ耐震性を改良した工法が提案されており、この
工法は第10図、第H図に示すように断面■、型の取付
金物1Bの縦7ランシ17のパネル面と反対側に垂下片
18が設けられ、縦7ランジ17と垂下片18の間隙1
9を定規アングル3の垂直部20に嵌合して固定し、又
縦フランジ17の有する下方に開いた開口部21にはプ
レート22を挿入して、横フランジ23上にALCパネ
ル4の中央部を載せて、A1、 Cパネルの縦方向シタ
インド部は定規アングル3に懸架した受プレート24に
より定規アングル3との間隙を保持し、且つパネル上部
及び下部はパネル面から突出させた取付ボルト25によ
り取付金物16又はプレート22にナツト化めするよう
にし、ALCパネルの縦方向シロインド部はモルタル等
で固定せず、隣接パネル同志が縦方向に若干スライド可
能にした工法もある。Recently, as shown in Utility Model Application Publication No. 81-95807, a construction method has been proposed that improves seismic resistance by not fixing the vertical hinged portions of panels to each other, and this method is shown in Figure 10. , as shown in Figure H, a hanging piece 18 is provided on the side opposite to the panel surface of the vertical 7 langue 17 of the mold mounting hardware 1B, and the gap 1 between the vertical 7 flange 17 and the hanging piece 18 is
9 is fitted into the vertical part 20 of the ruler angle 3 and fixed, and a plate 22 is inserted into the downwardly open opening 21 of the vertical flange 17, and the central part of the ALC panel 4 is placed on the horizontal flange 23. The longitudinally tilted parts of the A1 and C panels are maintained with a gap from the ruler angle 3 by a support plate 24 suspended from the ruler angle 3, and the upper and lower parts of the panels are secured by mounting bolts 25 protruding from the panel surface. There is also a construction method in which the mounting hardware 16 or the plate 22 is bolted, and the vertically closed portions of the ALC panels are not fixed with mortar, etc., and adjacent panels are allowed to slide slightly vertically.
〔発明が解決しようとするnRHI点〕しかしながら、
前記取付工法のうちジクイント満6に鉄筋を配置する工
法では、この目地鉄筋7゜9はパネル4内に配置された
補強川筋材とは全く絡み合わないので、この目地鉄筋7
,9によるパネルの取付強度は、ALCのみの剪断耐力
によるものであって、パネル4の外面方向に大きな荷重
がかかるとパネル4内面のジグインド部分にクラックが
入るようになる欠点がある。[The nRHI point that the invention attempts to solve] However,
Among the above-mentioned installation methods, in the method of placing reinforcing bars at the full 6th angle, the joint reinforcing bars 7゜9 do not intertwine with the reinforcing reinforcing bars placed inside the panel 4 at all, so the joint reinforcing bars 7
The mounting strength of the panel according to .
又個々のパネル4をボルト止めする工法では、パネル4
外面にボルト15m面が見えないように補修材を使って
表面を平らに仕上げるものであるが、補修跡が外面に見
え、又この部分にクラックを生じ易く、雨水等の侵入の
おそれもあるといった問題がある。In addition, in the method of bolting each panel 4, the panel 4
A repair material is used to flatten the surface so that the 15m side of the bolt is not visible on the outside, but the repair marks are visible on the outside, and cracks are likely to occur in this area, and there is a risk of rainwater entering. There's a problem.
又前記実開昭G1−95807号公報の取付工法では、
取付金物16を定規アングル3に固定するとき、溶接長
さが不十分になりやすく、且つ溶接が立上り溶接となる
ので作業に熟練を要すること、使用する部品数が多くな
りコスト高になる。パネルの上部及び下部の埋込金物の
位置精度が正確であることが必要となるなとの欠点があ
った。In addition, in the installation method of the above-mentioned Japanese Utility Model Application Publication No. G1-95807,
When fixing the mounting hardware 16 to the ruler angle 3, the welding length tends to be insufficient, and the welding is performed by rising welding, which requires skill and increases the number of parts used, resulting in high costs. There was a drawback that the positional accuracy of the embedded metal parts at the top and bottom of the panel needed to be accurate.
本発明は、このような欠点を解消し、施工も極めて簡、
単で耐震性において極めて優れたパネルの取付工法を提
供することを目的とするものである。The present invention eliminates these drawbacks and is extremely easy to construct.
The purpose of this invention is to provide a method for installing panels that is simple and has extremely excellent earthquake resistance.
本発明考等は、前記の諸間届を解消し前記目的を達成す
るために研究を進めた結果、本発明に9■達したもので
ある。The present invention has been developed as a result of conducting research in order to solve the above-mentioned problems and achieve the above-mentioned purpose, and as a result, the present invention has been achieved.
すなわち本発明の工法は、ド壁パネルの幅方向中央の上
部に断面をイナヅマ型に折曲げた下壁バネル取付金物を
ボルト止めし、この下壁パネル取付金物はイナブマ型の
下部が下壁パネル上部内面に当接し、屈曲した上部は断
面U字型をした定規アングルへの係止部と、それから更
に上部に延長した部分に水平部を具えたものであり、′
F下壁パネル建込み後、下壁パネル取付金物は定規アン
グルに固定し、上壁パネルはパネル幅方向中央下縁に断
面り型の上壁パネル受金物を仮止めして建込み、上壁パ
ネル受金物に取付けられたナツトにボルトをねじ込んで
該ボルト先端を前記下壁パネル取付金物頂部水平部に載
せて、上壁パネルの下端高さを調節し、上壁パネル下部
を上壁パネル受金物と下壁パネル取付金物と一緒にボル
ト止めして固定し、パネル縦方向ジ′ロイント部は定規
アングルに取付けた受プレートによりパネルと定規アン
グルとの間隔を等しく保つように構成したものである。That is, in the construction method of the present invention, a lower wall panel mounting hardware whose cross section is bent in a lightning shape is bolted to the upper part of the center in the width direction of the wall panel, and the lower wall panel mounting hardware has a lightning-shaped lower part that is attached to the lower wall panel. The bent upper part that abuts the inner surface of the upper part has a U-shaped cross section that locks onto the ruler angle, and a horizontal part that extends further upwards.
After erecting the F lower wall panel, fix the lower wall panel mounting hardware to the ruler angle, and temporarily fix the cross-section type upper wall panel bracket to the lower edge of the center in the panel width direction for the upper wall panel. Screw the bolt into the nut attached to the panel holder, place the bolt tip on the top horizontal part of the lower wall panel mounting hardware, adjust the height of the lower end of the upper wall panel, and then attach the lower part of the upper wall panel to the upper wall panel holder. The hardware and lower wall panel mounting hardware are bolted together and fixed together, and the longitudinal girdle portion of the panel is configured to maintain the same distance between the panel and the ruler angle using a receiving plate attached to the ruler angle. .
以下本発明の実施例を図面に基づいて詳細に説明する。 Embodiments of the present invention will be described in detail below based on the drawings.
第1図は本発明工法に従ってパネルを取付けた一実施例
を示す部分正面図、第2図は第1図の八−A断面図、第
3図は同じ< B−B断面図、第4図は下壁パネル取付
金物具の斜視図、第5図は上壁パネル受金物の斜視図、
第6図は受プレートの斜視図である。Fig. 1 is a partial front view showing an embodiment of installing panels according to the construction method of the present invention, Fig. 2 is a sectional view taken along line 8-A in Fig. 1, Fig. 3 is a sectional view taken along line 8-A in Fig. 1, and Fig. 4 is a sectional view taken along line 8-A in Fig. 1. Figure 5 is a perspective view of the lower wall panel mounting bracket, and Figure 5 is a perspective view of the upper wall panel bracket.
FIG. 6 is a perspective view of the receiving plate.
■は梁で通常Hy!:!jWが用いられ、3は定規アン
グルである。2Bは下壁パネル取付金物、27は上壁パ
ネル、28は下壁パネルであって、下壁パネル取付金物
26は第4図に示すように断面がイナブマ型に折曲番夕
られ、その下部29には下壁パネルに取付用の孔30が
あり、下部29の外面を下壁パネル28に当接さ・せ、
取付ボルト3Nこより下壁パネル28の上部中央に埋設
されたネジ孔付埋込金物32に螺合されている。イナブ
マ型に折曲げられた上部33は、その両側は0字状に内
面側に折曲げられた定規アングルへの係合部34が定規
アングル3に引っ掛けて同定されており、また上部33
の中央頂部は内側に直角(こ折曲げられた水平部35を
有し、係合部34と水平部35の中間に取付用の孔36
が開いている。■ is a beam and is usually Hy! :! jW is used and 3 is the ruler angle. 2B is a lower wall panel mounting hardware, 27 is an upper wall panel, and 28 is a lower wall panel. 29 has a mounting hole 30 in the lower wall panel, and the outer surface of the lower part 29 is brought into contact with the lower wall panel 28,
The mounting bolt 3N is screwed into an embedded metal fitting 32 with a screw hole embedded in the upper center of the lower wall panel 28. The upper part 33 bent in an inabuma shape is identified by the ruler angle engagement parts 34 which are bent inwards in a 0-shape on both sides and hooked onto the ruler angle 3.
The central top part has a horizontal part 35 bent at a right angle inward, and a mounting hole 36 is provided between the engaging part 34 and the horizontal part 35.
is open.
この水平部35は、上部33かろ水平に突出した形であ
れば、頂部を折曲げた形でなくてもよい。37は断面り
型の上壁パネル受金物で、上壁パネル幅方向中央下縁に
L型の水平部43が接し、その垂直部38に取付用孔3
9があり、その上部にナツト40が軸方向が垂直になる
ように溶接され、ナフト40に螺合したボルト4]の先
端を下壁パネル取付金物26の水平部35上に載せ、取
付ボルト42?こより取付孔36及び39を貫通して上
壁パネル下部中央に埋設されたネジ孔付埋込金物32に
螺合されている。下壁パネル取付金物26のイナブマ型
屈曲の段差は、上壁パネル受金物37の垂直部38の厚
さと同じにしである。The horizontal portion 35 does not need to have a bent top as long as it projects horizontally from the upper portion 33. Reference numeral 37 designates a cross-sectional upper wall panel bracket, in which an L-shaped horizontal portion 43 is in contact with the lower edge of the center in the width direction of the upper wall panel, and a mounting hole 3 is provided in the vertical portion 38.
9, a nut 40 is welded to the top of the nut 40 so that the axial direction is vertical, and the tip of the bolt 4 screwed into the nut 40 is placed on the horizontal part 35 of the lower wall panel mounting hardware 26, and the mounting bolt 42 is ? It passes through the mounting holes 36 and 39 and is screwed into a screw hole embedded metal fitting 32 embedded in the center of the lower part of the upper wall panel. The step of the inflexion type bending of the lower wall panel mounting hardware 26 is the same as the thickness of the vertical portion 38 of the upper wall panel receiving hardware 37.
定規アングルのパネル縦方向のシタインド部1こは、第
3図に示すように受プレート44が取付けられている。As shown in FIG. 3, a receiving plate 44 is attached to the panel longitudinal tilt portion 1 of the ruler angle.
この受プレート44は、例えば第6図aに示されるよう
に、その内側幅の異なる2つの断面U字型を持つように
鉄板を折曲げて、中央のU字型45て定規アングル3に
引っ掛け、両側のU字型46の部分にパネルの縦方向シ
びインド部及び横方向シタインド部の交叉する四つの隅
が当接し、各パネルが幅方向中央も両側部も共に定規ア
ングルと等しい間隔を保つことができるよう2こなって
いる。第6図すは受プレート44の他の警部であって、
薄い鉄板にひだを付けて所望の目的を達成することもで
きる。For example, as shown in FIG. 6a, this receiving plate 44 is made by bending a steel plate so that it has two U-shaped cross sections with different inner widths, and hooking it to the ruler angle 3 using the central U-shaped 45. , the four intersecting corners of the longitudinal and horizontal creases of the panel are in contact with the U-shaped portions 46 on both sides, and each panel has an interval equal to the ruler angle in both the center and both sides in the width direction. I have done 2 things so that I can keep it. FIG. 6 shows another inspector on the receiving plate 44,
Thin iron plates can also be pleated to achieve the desired purpose.
使用するA、LCパネルの縦方向の側面は、セメントモ
ルタル等を用いて固定することなく、所謂92式1法で
あり、側面の形伏は突付け、本ざね加工、雇いざね加工
等を用いて、少なくとも面内方向には相互に固定してい
ないで、地震の際各パネルがロッキング可能の状態にな
っていることが必要である。The vertical side surfaces of the A and LC panels used are not fixed using cement mortar or the like, but the so-called 92-type 1 method, and the side surfaces are shaped by poking, real groove processing, hired groove processing, etc. Therefore, it is necessary that each panel is not fixed to each other at least in the in-plane direction, and that each panel can be locked in the event of an earthquake.
ALCパネル内のネジ孔付埋込金物32は、例えば出願
人が提案した実開昭81)−152715号に記載した
形式でパネル短辺小口から電動チェーンノー等によって
アンカ一部材用孔を掘り込み、且つパネル表面からこれ
に直交するように取付ボルト用盲孔を穿孔しネジ孔付埋
込金物32を埋設固定することができる。For the embedded metal fittings 32 with screw holes in the ALC panel, holes for anchor parts are dug from the short edge of the panel using an electric chain saw or the like, for example, in the format described in Japanese Utility Model Application No. 152715 (1981) proposed by the applicant. , and by drilling blind holes for mounting bolts from the panel surface so as to be perpendicular thereto, it is possible to embed and fix the embedded metal fittings 32 with screw holes.
次にパネルの取付方法について説明する。Next, the method of mounting the panel will be explained.
定規アングル3のパネル縦方向ジコイント部には受プレ
ート44を取付けてお(。−層下のパネルを建込むとき
には、下壁パネル取付金物2Bがパネル上部に突出する
ように、ボルト3Iを下壁パネル度付金物26の下部の
取付孔30を用いて、パネル上部中央に埋設されたネジ
孔付埋込金物32に螺合して取付け、U字型保合部34
を定規アングル3に引っ掛けるようにして建込まれる。Attach the receiving plate 44 to the panel vertical diagonal point of the ruler angle 3 (. - When installing the lower panel, attach the bolt 3I to the lower wall so that the lower wall panel mounting hardware 2B protrudes from the top of the panel. Using the mounting hole 30 at the bottom of the panel fitting 26, screw it into the embedded fitting 32 with a screw hole buried in the center of the upper part of the panel.
It is built by hooking it on ruler angle 3.
下壁パネル28の下面高さの調節を行った後、下壁パネ
ル取付金物26は定規アングル3に溶接により固定する
。次いで上壁パネル受金物37を上壁パネル幅方向中央
下縁に仮止めし、上壁パネル受金物37に固定されたナ
フト40にボルト41を螺合して上壁パネル27を建込
み、ボルト4にの先端を下壁パネル取付金物2Bの頂部
水平部35上に載せ、取付ボルト42を座金47を介し
て上壁パネル受金物の孔39と、下壁パネル取付金物2
Bの取付孔36を貫通させ、上壁パネル下部中央に埋設
されたネジ孔付埋込金物32に取付けた後、ボルト41
を調節することにより上壁パネル27の下面の位置合わ
せを行ない、ボルト42を締付けてパネルを固定する。After adjusting the height of the lower surface of the lower wall panel 28, the lower wall panel mounting hardware 26 is fixed to the ruler angle 3 by welding. Next, the upper wall panel bracket 37 is temporarily fixed to the lower edge of the center in the width direction of the upper wall panel, and the bolt 41 is screwed into the napht 40 fixed to the upper wall panel bracket 37 to erect the upper wall panel 27. Place the tip of 4 on the top horizontal part 35 of the lower wall panel mounting hardware 2B, and insert the mounting bolt 42 through the washer 47 into the hole 39 of the upper wall panel holder and the lower wall panel mounting hardware 2.
After passing through the mounting hole 36 of B and attaching it to the screw hole embedded metal fitting 32 buried in the center of the lower part of the upper wall panel, bolt 41
By adjusting the position, the lower surface of the upper wall panel 27 is aligned, and the bolt 42 is tightened to fix the panel.
本発明の取付工法によれば、セメントモルタル等を使用
しない所謂乾式1法であるため取付工事が容易であり、
施工速度が早く、上壁パネル、下壁パネルの固定も、た
とえパネル内のネジ孔付埋込金物の位置の精度が不正確
であったとしても、下壁パネル取付金物が長孔又は大孔
を有するため融通性が大きく、また耐震性に関しては従
来工法のように上壁パネルを定規アングルから突出させ
た固定式の受金物や、下壁パネル上部に取付けた金物か
、ら突出固定した受金物に載せることをせず、パネル幅
方向中央を支える受金物に固定したナツトに螺合したボ
ルト先端を、定規アングルに固定された下壁パネル取付
金物の水平部35上に載せてパネル荷重を実質上−点で
支持しているため、パネル下部はポル)41の先端を中
心として揺動可能であり、またパネル上部、下部共取付
ボルトの回りに回転可能であるため、地震時においても
鉄骨躯体の層間変形を受けても、パネルは容易にロッキ
ング変形をして追従することができるので、その有効性
は極めて大なるものがある。According to the installation method of the present invention, the installation work is easy because it is a so-called dry type 1 method that does not use cement mortar etc.
The construction speed is fast, and the fixing of the upper and lower wall panels is possible even if the precision of the position of the embedded metal fittings with screw holes in the panel is inaccurate. It has great flexibility, and in terms of earthquake resistance, it is possible to use fixed metal fittings that protrude from the upper wall panel from the ruler angle as in conventional construction methods, or metal fittings that are fixed and protrude from the upper part of the lower wall panel. Instead of placing it on any hardware, the tip of the bolt screwed into the nut fixed to the bracket that supports the center of the panel in the width direction is placed on the horizontal part 35 of the lower wall panel mounting hardware fixed to the ruler angle to reduce the panel load. Since it is supported virtually at a point, the lower part of the panel can swing around the tip of the pole 41, and both the upper and lower parts of the panel can rotate around the mounting bolts, so the steel frame remains intact even in the event of an earthquake. Even if the structure undergoes interlayer deformation, the panels can easily undergo rocking deformation to follow the deformation, so this is extremely effective.
第1図は本発明工法の一実施例を示す部分正面図、第2
図は第1図のA−A断面図、第3図は同じ< B−B断
面図、第4図は下壁パネル取付金物の斜視図、第5図は
上壁パネル受金物、第6図は受プレートの斜視図、第7
〜9図は従来の工法を示す説明図、第10.11図は従
来の他の工法を示す説明図である。
1・・・・梁、3・・・・定規アングル、7,9・・・
・目地筋、16・・・・取付金物、17・・・・縦フラ
ンジ、18・・・・垂下片、21・・・・開口部%23
・・・・横フランジ、24、44・・・・受プレート、
2B・・・・下壁パネル取付金物、27・・・・上壁パ
ネル、28・・・・下壁パネル、31.42・・・・取
付ボルト、32・・・・ネジ孔付埋込金物、35・・・
・水平部、37・・・・上壁パネル受金物。
特許出願人 住友金属鉱山株式会社
第1図
第2図 第3因
第10図Fig. 1 is a partial front view showing one embodiment of the construction method of the present invention;
The figures are A-A sectional view of Fig. 1, Fig. 3 is the same < B-B sectional view, Fig. 4 is a perspective view of the lower wall panel mounting hardware, Fig. 5 is the upper wall panel bracket, and Fig. 6 is a perspective view of the receiving plate, No. 7
9 are explanatory diagrams showing conventional construction methods, and FIGS. 10 and 11 are explanatory diagrams showing other conventional construction methods. 1...Beam, 3...Ruler angle, 7,9...
- Joint line, 16... Mounting hardware, 17... Vertical flange, 18... Hanging piece, 21... Opening % 23
...Horizontal flange, 24, 44...Brace plate,
2B...Lower wall panel mounting hardware, 27...Upper wall panel, 28...Lower wall panel, 31.42...Mounting bolt, 32...Embedded hardware with screw holes , 35...
・Horizontal part, 37... Upper wall panel bracket. Patent applicant Sumitomo Metal Mining Co., Ltd. Figure 1 Figure 2 Cause 3 Figure 10
Claims (1)
を固定し、下壁パネルはイナヅマ型に折り曲げられ、且
つその下部は下壁パネルに当接し、その上部は定規アン
グルに係合する部分と頂部の内側に突出した水平部とを
有する下壁パネル取付金物を、該パネル上部中央に埋設
されたネジ孔付埋込金物にボルト止めして建込んだ後、
該下壁パネル取付金物を定規アングルに固定し、また上
壁パネルはパネル幅方向中央下縁に断面L型の上壁パネ
ル受金物を仮止めして建込み、該受金物垂直部外面上部
に軸方向が垂直に固定されたナットに螺合したボルト先
端を該下壁パネル取付金物の頂部水平部に載せて上壁パ
ネル下端高さを調節し、上壁パネル下部中央に埋設され
たネジ孔付埋込金物に上壁パネル受金物及び下壁パネル
取付金物の上部の取付孔を貫通してボルト止めし、且つ
定規アングルのパネル縦方向ジョイント部にはパネルと
定規アングルとを等間隔に保持する受プレートを取付け
たことを特徴とするALC縦壁パネルの取付工法。The upward ruler angle slightly protrudes from the upper surface of the beam to its edge, and the lower wall panel is bent into a lightning shape, and its lower part abuts the lower wall panel, and its upper part engages with the ruler angle and the top part. After erecting a lower wall panel mounting hardware having a horizontal portion protruding inwardly by bolting it to an embedded hardware with a screw hole embedded in the center of the upper part of the panel,
The lower wall panel mounting hardware is fixed to the ruler angle, and the upper wall panel is built by temporarily fixing the upper wall panel bracket with an L-shaped cross section to the lower edge of the center in the width direction of the panel, and the upper wall panel bracket is attached to the upper part of the vertical part of the outer surface of the bracket. Adjust the height of the lower end of the upper wall panel by placing the tip of the bolt screwed into a nut whose axial direction is fixed vertically on the top horizontal part of the lower wall panel mounting hardware, and then insert the screw hole buried in the center of the lower part of the upper wall panel. Bolts are secured to the embedded hardware by passing through the upper mounting holes of the upper wall panel holder and lower wall panel mounting hardware, and the panel and ruler angle are held at equal intervals at the panel vertical joint part of the ruler angle. A method for installing an ALC vertical wall panel, which is characterized by attaching a receiving plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP27908887A JPH0776465B2 (en) | 1987-11-06 | 1987-11-06 | ALC vertical wall panel installation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP27908887A JPH0776465B2 (en) | 1987-11-06 | 1987-11-06 | ALC vertical wall panel installation method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH01121440A true JPH01121440A (en) | 1989-05-15 |
| JPH0776465B2 JPH0776465B2 (en) | 1995-08-16 |
Family
ID=17606252
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP27908887A Expired - Lifetime JPH0776465B2 (en) | 1987-11-06 | 1987-11-06 | ALC vertical wall panel installation method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0776465B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2014015737A (en) * | 2012-07-06 | 2014-01-30 | Asahi Kasei Construction Materials Co Ltd | Wall panel fitting method, and wall panel fitting structure |
-
1987
- 1987-11-06 JP JP27908887A patent/JPH0776465B2/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2014015737A (en) * | 2012-07-06 | 2014-01-30 | Asahi Kasei Construction Materials Co Ltd | Wall panel fitting method, and wall panel fitting structure |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0776465B2 (en) | 1995-08-16 |
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