JPH03158540A - Supporting structure of lower end of external wall panel - Google Patents
Supporting structure of lower end of external wall panelInfo
- Publication number
- JPH03158540A JPH03158540A JP29704189A JP29704189A JPH03158540A JP H03158540 A JPH03158540 A JP H03158540A JP 29704189 A JP29704189 A JP 29704189A JP 29704189 A JP29704189 A JP 29704189A JP H03158540 A JPH03158540 A JP H03158540A
- Authority
- JP
- Japan
- Prior art keywords
- piece
- wall panel
- frame
- frame member
- panel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 239000000463 material Substances 0.000 claims description 16
- 238000003780 insertion Methods 0.000 claims description 8
- 230000037431 insertion Effects 0.000 claims description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 239000000758 substrate Substances 0.000 description 5
- 238000009434 installation Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、コンクリート板からなる外9壁パネルの下端
を該パネルの長手方向に揺動可能に支持することにより
、外壁パネルの耐震性を高めうる外壁パネル下端の支持
構造に関する。[Detailed Description of the Invention] [Field of Industrial Application] The present invention improves the earthquake resistance of the outer wall panel by supporting the lower end of the outer wall panel made of concrete plates so as to be swingable in the longitudinal direction of the panel. This invention relates to a support structure for the lower end of an exterior wall panel that can be raised.
近年、家屋の耐火性、遮音性を向上するため、外壁、隔
壁等にコンクリート製の壁パネルが多用される。In recent years, concrete wall panels have been frequently used for exterior walls, partition walls, etc. in order to improve the fire resistance and sound insulation of houses.
このようなコンクリートパネルは、枠組の表裏に側板を
添看した通常の壁パネルに比べて重量が重いため、パネ
ル体は通常、製作の便宜上、小中に形成される。Since such a concrete panel is heavier than a normal wall panel with side panels attached to the front and back of the framework, the panel body is usually formed in a small size for convenience of manufacturing.
前記コンクリートパネルは、その上、下端を家屋の架橋
材を形成する階上梁、階下梁に夫々沿う桟材を介してボ
ルト止めされていた。従ってパネルの製作誤差、架構体
の寸法誤差などが重なることによって、両者の位置ずれ
が生じその修正に多大の手間を要することとなる。The upper and lower ends of the concrete panel were bolted to each other via crosspieces that ran along the upper and lower floor beams, respectively, which formed the bridge members of the house. Therefore, due to the overlap of manufacturing errors in the panels, dimensional errors in the frame, etc., a positional deviation occurs between the two, which requires a great deal of effort to correct.
又前記の如くコンクリートパネルを架構材に剛体結合さ
せた際には、地震等によって横揺れが住じた場合に、コ
ンクリートパネルは、架構体の揺動に追従できず、パネ
ルは破損する危険がある。Furthermore, when the concrete panels are rigidly connected to the frame members as described above, there is a risk that the concrete panels will not be able to follow the shaking of the frame body in the event of lateral shaking due to an earthquake, etc., and the panels will be damaged. be.
このような地震対策としては、例えば接続部に防振ゴム
等のばね体を介在させることも考えられるが、この方法
では小振巾の揺れは吸収し得るが振巾の大きな中震、強
震時にあっては、吸収しうるものではない、又コイルバ
ネ等を介在させるには構造がamとなり、費用も嵩む。As a measure against such earthquakes, for example, it is possible to interpose a spring body such as anti-vibration rubber in the connection part, but although this method can absorb small amplitude shaking, it will not be effective during large amplitude medium or strong earthquakes. If so, it cannot be absorbed, and the interposition of a coil spring or the like would require a complicated structure and increase costs.
本発明は、外壁パネルの下端を、該外壁パネル下端部に
配される上枠材下面に当接しうる支持ボルトと下枠材に
設ける長手方向の長孔を挿通する挿通片を具えたパネル
受金具により支持することを基本として、外壁パネルの
取付けに際して、その位置合わせが容易となるのみなら
ず、中、強震時にあってもパネル受金具の破損を防ぎう
る外壁パネル下端の支持構造の提供を目的としている。The present invention provides a panel receiver that connects the lower end of an exterior wall panel to a support bolt that can come into contact with the lower surface of an upper frame member disposed at the lower end of the exterior wall panel, and an insertion piece that passes through a long hole in the longitudinal direction provided in the lower frame member. The aim of the present invention is to provide a support structure for the lower end of an exterior wall panel that is based on support using metal fittings and that not only facilitates alignment when installing the exterior wall panel, but also prevents damage to the panel support fittings even during moderate to strong earthquakes. The purpose is
本発明は、鋼製のフレームの外面にコンクリート板を取
付ける外壁パネルの下端を支持する外壁パネル下端の支
持構造であって、前記外壁パネルの下方に配された架橋
材にパネル受金具を取付けるとともに、前記フレームは
、夫々コンクリート板に沿う上枠材と、水平かつ長尺の
受片を有する下枠材の両端を縦材により継いだ矩形状を
なしかつ前記受片に長手方向にのびる長孔を設ける一方
、前記下枠材を、前記パネル受金具に進退自在に垂直に
螺合し前記受片下面に当接する支持ボルトにより支持さ
せるとともに、受片の前記長孔に、前記パネル受金具に
設けられかつ受片上方に膨出部を有する挿通片を通して
なる外壁パネル下端の支持構造である。The present invention is a support structure for the lower end of an outer wall panel that supports the lower end of an outer wall panel in which a concrete plate is attached to the outer surface of a steel frame, and in which a panel holder is attached to a bridging member placed below the outer wall panel. , the frame has a rectangular shape in which an upper frame member along the concrete plate and a lower frame member each having a horizontal and long support piece are connected at both ends by vertical members, and a long hole extending in the longitudinal direction in the support piece. The lower frame member is vertically screwed into the panel holder so that it can move forward and backward, and is supported by a support bolt that abuts the lower surface of the receiving piece, and the panel holder is provided with a hole in the long hole of the receiving piece. This is a support structure for the lower end of the outer wall panel, which is formed by passing through an insertion piece that is provided and has a bulge above the receiving piece.
コンクリート板は上枠材、下枠材の両端を縦材によって
継いでなるフレームの外面に取付くため、コンクリート
板はフレームによって補強され剛性を増す。Since the concrete plate is attached to the outer surface of a frame formed by connecting both ends of the upper and lower frame members with vertical members, the concrete plate is reinforced by the frame and increases its rigidity.
又フレームは前記構成のパネル受金具によって架構材に
支持されているため、フレームと架構材との間に取付誤
差が生じた場合であっても、位置合わせが容易にでき、
建込み作業の能率を向上しうる。In addition, since the frame is supported by the frame member by the panel holder having the above structure, even if there is an installation error between the frame and the frame member, alignment can be easily performed.
It can improve the efficiency of construction work.
又下枠材は、パネル受金具との間で揺動及び傾動ができ
るため、中、強度の地震発生時にあってもコンクリート
板を捩じる作用力が発生することがなく、地震による外
壁パネルの破損を防止することができる。In addition, since the bottom frame material can swing and tilt between the panel holders, even in the event of a moderate to strong earthquake, there will be no force to twist the concrete plate, and the outer wall panel will not be affected by an earthquake. damage can be prevented.
以下本発明の一実施例を図面に基づき説明する。 An embodiment of the present invention will be described below based on the drawings.
図において本発明の外壁パネル下端の支持構造は、フレ
ーム3の外面にコンクリート板5を取付けるとともに、
フレーム3の水平にのびる下枠材12を架構材Eに取付
くパネル受金具6によって支持している。In the figure, the support structure for the lower end of the outer wall panel of the present invention includes attaching a concrete plate 5 to the outer surface of the frame 3, and
A horizontally extending lower frame member 12 of the frame 3 is supported by a panel holder 6 attached to a frame member E.
本実施例では、前記フレーム3は、前記下枠材12の他
、上枠材7と、該上枠材ηの両端に取付けられる下取付
合具10.10と下枠材12の両端に取付けられる下取
付合具15.15と前記上、下取付合具10.15間を
夫々結びかつ内装材U取付は用の縦材16.16とを有
する。In this embodiment, in addition to the lower frame member 12, the frame 3 is attached to the upper frame member 7, lower mounting fittings 10.10 attached to both ends of the upper frame member η, and both ends of the lower frame member 12. It has a lower mounting fitting 15.15 and a vertical member 16.16 for connecting the upper and lower mounting fittings 10.15 and for attaching the interior material U, respectively.
上枠材7は、第4図に示す如く長尺の上片7aの内、外
縁から内片7b、外片7Cを垂下した溝形鋼であって、
前記外片7Cの両端近傍にボルト孔d1、d2が設けら
れる。The upper frame member 7 is a channel steel having an inner piece 7b and an outer piece 7C hanging from the outer edge of a long upper piece 7a, as shown in FIG.
Bolt holes d1 and d2 are provided near both ends of the outer piece 7C.
下枠材12は、長尺の下片の内、外縁から夫々立上がる
内片、外片を立上げてなる溝部を有する溝形材であり、
前記下片がパネル受金具6によって支持される受片17
をなす、前記受片17には一対のかつ長手方向にのびる
長孔21が穿設される。又前記外片には両端近傍に位置
してボルト孔d2、d2が透設される。The lower frame member 12 is a groove-shaped member having a groove formed by an inner piece and an outer piece rising from the outer edge of the long lower piece, respectively,
A receiving piece 17 whose lower piece is supported by a panel receiving fitting 6
A pair of elongated holes 21 extending in the longitudinal direction are bored in the receiving piece 17 . Further, bolt holes d2, d2 are provided in the outer piece near both ends thereof.
下取付合具10は、矩形板からなりその内向き面に前記
上枠材7の外片7Cが当接する上基板8を具え、該上基
板8にはその上部に前記ボルト孔d1に位置合わせされ
穿設される透孔と下部に内方に向かってかつ縦向きに突
出する上取付片9が設けられる。一対の下取付合具10
.10、上枠材7の両端部において溶接により該上枠材
7と一体に固定される。The lower mounting fitting 10 is made of a rectangular plate and includes an upper substrate 8 on the inward surface of which the outer piece 7C of the upper frame material 7 comes into contact, and the upper substrate 8 has holes on the upper side aligned with the bolt holes d1. An upper mounting piece 9 that projects inwardly and vertically is provided at the lower part of the through hole. A pair of lower mounting fittings 10
.. 10. Both ends of the upper frame member 7 are integrally fixed to the upper frame member 7 by welding.
下取付合具15は、下取付合具10と同様に矩形板から
なる下基板13を具え、該下基板13にはその下部にボ
ルト孔d2に位置合わせされ穿設される透孔と、上部に
前記下取付片9と路間−構成かつ該下取付片9と同一面
上に位置させて下取付片14が設けられる。一対の下取
付金具15.15は、下枠材12の両端部において該下
枠材12と一体に固定される。The lower mounting fitting 15 includes a lower substrate 13 made of a rectangular plate similar to the lower mounting fitting 10, and the lower substrate 13 has a through hole formed in the lower part aligned with the bolt hole d2, and an upper part. A lower mounting piece 14 is provided between the lower mounting piece 9 and the lower mounting piece 9, and located on the same plane as the lower mounting piece 9. A pair of lower mounting brackets 15.15 are integrally fixed to the lower frame member 12 at both ends of the lower frame member 12.
なお本実施例では下取付合具15に、下基板13下端か
ら外方に張出す張出し片13aが付設される。In this embodiment, the lower mounting fitting 15 is provided with an overhang piece 13a that extends outward from the lower end of the lower substrate 13.
前記下取付片9と下取付片14との間には縦材16が架
設される。A vertical member 16 is installed between the lower mounting piece 9 and the lower mounting piece 14.
縦材16は、本実施例では溝部を中心に向けて配される
溝形鋼であって、上、下端部を夫々上取付片9、下取付
片14にボルト止めすることによって下取付金具10、
下取付金具15の間を接続する。In this embodiment, the vertical member 16 is a channel steel arranged with the groove part facing the center, and the upper and lower ends are bolted to the upper mounting piece 9 and the lower mounting piece 14, respectively, so that the lower mounting bracket 10 is secured to the vertical member 16. ,
Connect between the lower mounting brackets 15.
従って上枠材7、下枠材12は上、下の取付金具10,
15を介して縦材16.16と結ばれることによって上
枠材7、下枠材12、上、下の取付金具1O215及び
縦材16.16がなす矩形のフレーム3が形成される。Therefore, the upper frame material 7 and the lower frame material 12 have upper and lower mounting brackets 10,
15 to the vertical members 16.16, a rectangular frame 3 is formed by the upper frame member 7, the lower frame member 12, the upper and lower mounting brackets 1O215, and the vertical members 16.16.
又フレーム3は、該フレーム3を構成する前述の部材を
すべて鋼材を用いて形成することにより、高い強度と剛
性とを保持する。Further, the frame 3 maintains high strength and rigidity by forming all the above-mentioned members constituting the frame 3 using steel materials.
又縦材16の内面には、内装材Uが添着され、該内装材
Uは、対設される縦16.16間に架は渡される。Further, an interior material U is attached to the inner surface of the vertical member 16, and the interior material U is passed between the vertical members 16 and 16 arranged oppositely.
コンクリート板5は、コンクリート材を成形型に注入し
かつ凝固することによって形成される矩形平板状をなす
、又コンクリート材としては、凝固時に独立気泡が生じ
ることによって、高度の断熱性を具えるALCが好適に
採用できる。The concrete plate 5 has a rectangular flat plate shape that is formed by pouring concrete into a mold and solidifying it, and the concrete material is ALC, which has a high degree of heat insulation due to the formation of closed cells during solidification. can be suitably adopted.
又コンクリート板5は、フレーム3の巾寸度よりも大き
い巾寸度を有し、内側面の上部には前記上枠材7に設け
る前記ボルト孔d1と位置合わせされかつ内方に向かっ
て突出するボルト31を植設する。又コンクリート板5
の内側面の下部には下枠材12に設けるボルト孔d2と
位置合わせされ、前記ボルト31と同様に突出するボル
ト32が植設される。Further, the concrete plate 5 has a width larger than the width of the frame 3, and has an upper part on the inner surface that is aligned with the bolt hole d1 provided in the upper frame material 7 and protrudes inward. A bolt 31 is installed. Also concrete board 5
A bolt 32 that is aligned with the bolt hole d2 provided in the lower frame member 12 and protrudes like the bolt 31 is installed at the lower part of the inner surface of the lower frame member 12.
コンクリート板5は、下端を下取付金具5の前記張出し
片13a上に載置するとともに、上部のボルト31を上
枠材7のボルト孔d1に押通しかつナツト化めする一方
、下部のボルト32を下枠材12のボルト孔d2を貫通
させナツト化めすることによりコンクリート板5はフレ
ーム3の外面に取付けられ、外壁パネル2が形成される
。又フレーム3は、その上部が階上梁H1に、又その下
部が階下梁H2に夫々継がれる。The lower end of the concrete plate 5 is placed on the overhang piece 13a of the lower mounting bracket 5, and the upper bolt 31 is pushed through the bolt hole d1 of the upper frame member 7 and tightened, while the lower bolt 32 The concrete plate 5 is attached to the outer surface of the frame 3 by passing it through the bolt hole d2 of the lower frame material 12 and tightening it into a nut, thereby forming the outer wall panel 2. Further, the frame 3 is connected at its upper part to the upper floor beam H1 and at its lower part to the lower floor beam H2.
階上梁H1,階下梁H2は、両端部を基礎上に立設され
る柱りに接続され、家屋の架橋材Eを形成する。又本実
施例では、階上梁H1、階下梁H2は、上、下にフラン
ジを具えるI形鋼であって、階下梁H2にあっては、第
3図に示すごと(柱りの外側面に、接続金具り、Lを用
いて取付けられる。従って階下梁H2は、階上梁H1よ
りも外側にはみ出して配されることとなる。The upper floor beam H1 and the lower floor beam H2 are connected at both ends to pillars erected on the foundation, and form a bridge member E of the house. In addition, in this embodiment, the upper floor beam H1 and the lower floor beam H2 are I-beams with flanges on the upper and lower sides, and the lower floor beam H2 is constructed as shown in FIG. It is attached to the side surface using a connecting metal fitting L. Therefore, the downstairs beam H2 is arranged to protrude outward from the upstairs beam H1.
フレーム3の上部は、階上梁H1の下フランジF1下面
に添着されかつボルト止めされる横片33aの外縁から
上枠材7の内片7bに沿い垂下する縦片33bを有する
連結金具33を用いて前記縦片33bと内片7bとをボ
ルト止めすることにより、取付けられ、従って外壁パネ
ル2の上部は位置ずれ不能に架構材已に固定される。The upper part of the frame 3 has a connecting fitting 33 having a vertical piece 33b that hangs down along the inner piece 7b of the upper frame member 7 from the outer edge of the horizontal piece 33a attached to the lower surface of the lower flange F1 of the upper floor beam H1 and bolted. The vertical piece 33b and the inner piece 7b are bolted to each other, and the upper part of the outer wall panel 2 is fixed to the frame member without being displaced.
他方、フレーム3の下部は、前記したごとくパネル受金
具6を介して階下梁H2に継がれる。On the other hand, the lower part of the frame 3 is connected to the downstairs beam H2 via the panel holder 6 as described above.
パネル受金具6は、階下梁H2の上フランジF2上に載
置されかつ該フランジF2にボルト止めされる水平片3
5の外縁から垂直片36を立上げた基体37を有し、前
記垂直片36には縦向きのネジ孔を有する一対のナツト
片39.39と、縦向きの孔を有する一対のボス片40
.40とを取付けている。The panel holder 6 includes a horizontal piece 3 placed on the upper flange F2 of the downstairs beam H2 and bolted to the flange F2.
The vertical piece 36 includes a pair of nut pieces 39 and 39 having vertical screw holes, and a pair of boss pieces 40 having vertical holes.
.. 40 is installed.
ナツト片39には、上端に頭部を有する支持ボルト22
が進退自在に垂直に螺合する。支持ボルト22の上昇に
よりその上端が下枠材12の前記受片17下面に当接し
、その当接によりフレーム3の下端を支持する。The nut piece 39 has a support bolt 22 with a head at the upper end.
are screwed together vertically so that they can move forward and backward. As the support bolt 22 rises, its upper end comes into contact with the lower surface of the receiving piece 17 of the lower frame member 12, and the lower end of the frame 3 is supported by this contact.
又ボス片40の孔には、受片17に設ける前記長孔21
を挿通し、かつ上方に該長孔21の巾寸度よりも大きい
膨出部23を有する挿通片24が、その基部24aを長
孔21を挿通しかつ受片17から上方に突出させて取付
けられる。Further, the hole of the boss piece 40 has the long hole 21 provided in the receiving piece 17.
The insertion piece 24, which has a bulging portion 23 larger than the width of the elongated hole 21 above, is attached by inserting its base 24a through the elongated hole 21 and protruding upward from the receiving piece 17. It will be done.
挿通片24とボス片40は上下動不能に固定される。The insertion piece 24 and the boss piece 40 are fixed so that they cannot move up and down.
従ってフレーム3は、その下端が第7図(alに示すご
とく前記長孔21の分だけ横方向に揺動できるとともに
、第7図(blに示すごとく挿通片24の基部24aの
突出分だけ上下方向に移動可能となる。Therefore, the lower end of the frame 3 can swing laterally by the length of the elongated hole 21 as shown in FIG. It becomes possible to move in the direction.
その結果、中震時において階上梁H1と階下梁H2とが
相対的に水平移動した場合において、外壁パネル2の下
端は水平移動でき、又強震時においては第7図(b)に
示すごとく外壁パネル2が傾動しうるため、何れの揺れ
に対しても外壁パネル2はその長手方向に対する作用力
を受けることがなく、外壁パネル2の破損を防止するこ
とができる。As a result, when the upper floor beam H1 and the lower floor beam H2 move horizontally relative to each other during a moderate earthquake, the lower end of the outer wall panel 2 can move horizontally, and during a strong earthquake, as shown in Figure 7(b), Since the outer wall panel 2 can tilt, the outer wall panel 2 is not subjected to any force acting in its longitudinal direction due to any shaking, and damage to the outer wall panel 2 can be prevented.
しかも挿通片24に膨出部23を設けたため、外壁パネ
ル2とパネル受金具6とが外れる危険がな(外壁パネル
の脱落を阻止しうる。Moreover, since the insertion piece 24 is provided with the bulging portion 23, there is no danger that the outer wall panel 2 and the panel holder 6 will come off (the outer wall panel can be prevented from falling off).
畝上のごとく本発明の外壁パネル下端の支持構造は、コ
ンクリート板がフレームに取付く構造であるため、コン
クリート板は補強されパネルの剛性を増す。The supporting structure at the lower end of the exterior wall panel of the present invention, like the ridges, is a structure in which a concrete plate is attached to a frame, so the concrete plate is reinforced and the rigidity of the panel is increased.
又フレームは前記構成のパネル受金具によって架構材に
支持されているため、フレームと架構材との間に取付誤
差が生じた場合であっても位置合わせが容易にでき、建
込み作業の能率を向上する。In addition, since the frame is supported by the frame members using the panel holders configured as described above, even if there is an installation error between the frame and the frame members, positioning can be easily performed, improving the efficiency of construction work. improves.
又下枠材はパネル受金具との間で揺動及び傾動ができる
ため、中震、強震時にあってもコンクリート板には捩れ
の作用力が発生することがなく、地震によるコンクリー
ト板の破損を防止でき、しかも挿通片に膨出部を設ける
ことによって外壁パネルの下端の架構材からの脱落を防
ぎうる。In addition, since the bottom frame material can swing and tilt with respect to the panel holder, no torsional force is generated on the concrete plate even in the event of a moderate or strong earthquake, which prevents damage to the concrete plate due to an earthquake. Moreover, by providing the insertion piece with a bulge, it is possible to prevent the lower end of the outer wall panel from falling off from the frame member.
第1図は本発明の一実施例を示す斜視図、第2図はその
断面図、第3図は架構材の階下梁と柱との接続を示す斜
視図、第4図は本発明の要部を示す分解斜視図、第5図
はパネル受金具をその取付けとともに示す正面図、第6
図はその分解斜視図、第7図(a)〜山)はパネル受金
具の作用を示す縞図、第8図は本考案の外壁パネル下端
の支持構造が採用される家屋の一例を示す斜視図である
。
2・−・外壁パネル、 3・・・フレーム、5・・〜
コンクリート板、 6・・−パネル受金具、7・・
−・上枠材、 12・−・・下枠材、 16−・縦材
、17−・・受片、 21・・−長孔、 22・−支持
ボルト、23・・・膨出部、 24・−・−挿通片、
E−・架構材。
1g3図Fig. 1 is a perspective view showing one embodiment of the present invention, Fig. 2 is a cross-sectional view thereof, Fig. 3 is a perspective view showing the connection between a downstairs beam and a column of a frame member, and Fig. 4 is a main point of the present invention. Fig. 5 is a front view showing the panel holder together with its installation; Fig. 6 is an exploded perspective view showing the
The figure is an exploded perspective view, Figure 7 (a) to crest) is a striped diagram showing the function of the panel holder, and Figure 8 is a perspective view showing an example of a house in which the support structure for the lower end of an exterior wall panel of the present invention is adopted. It is a diagram. 2... Exterior wall panel, 3... Frame, 5...
Concrete plate, 6...-Panel bracket, 7...
- Upper frame material, 12- Lower frame material, 16- Vertical member, 17- Receptacle piece, 21- Long hole, 22- Support bolt, 23- Protruding portion, 24・−・−insertion piece,
E-・Framework material. 1g3 figure
Claims (1)
外壁パネルの下端を支持する外壁パネル下端の支持構造
であって、前記外壁パネルの下方に配された架構材にパ
ネル受金具を取付けるとともに、前記フレームは、夫々
コンクリート板に沿う上枠材と、水平かつ長尺の受片を
有する下枠材の両端を縦材により継いだ矩形状をなしか
つ前記受片に長手方向にのびる長孔を設ける一方、前記
下枠材を、前記パネル受金具に進退自在に垂直に螺合し
前記受片下面に当接する支持ボルトにより支持させると
ともに、受片の前記長孔に、前記パネル受金具に設けら
れかつ受片上方に膨出部を有する挿通片を通してなる外
壁パネル下端の支持構造。1. A support structure for the lower end of an outer wall panel that supports the lower end of an outer wall panel in which a concrete plate is attached to the outer surface of a steel frame, in which a panel holder is attached to a frame member arranged below the outer wall panel, and the frame has a rectangular shape in which both ends of an upper frame member that runs along the concrete plate and a lower frame member that has a horizontal and long support piece are joined by vertical members, and a long hole that extends in the longitudinal direction is provided in the support piece. , the lower frame material is vertically screwed into the panel holder so that it can move forward and backward, and is supported by a support bolt that abuts the lower surface of the receiver piece, and the long hole of the receiver piece is provided in the panel holder. A support structure for the lower end of an outer wall panel, which is formed by passing through an insertion piece having a bulge above the receiving piece.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29704189A JPH03158540A (en) | 1989-11-15 | 1989-11-15 | Supporting structure of lower end of external wall panel |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29704189A JPH03158540A (en) | 1989-11-15 | 1989-11-15 | Supporting structure of lower end of external wall panel |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH03158540A true JPH03158540A (en) | 1991-07-08 |
Family
ID=17841453
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP29704189A Pending JPH03158540A (en) | 1989-11-15 | 1989-11-15 | Supporting structure of lower end of external wall panel |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH03158540A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0399107U (en) * | 1990-01-30 | 1991-10-16 |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5332609A (en) * | 1976-09-07 | 1978-03-28 | Nec Corp | Detecting system for interference signal by means of time sharing |
JPS57112539A (en) * | 1980-12-29 | 1982-07-13 | Mitsui Constr | Attaching method and apparatus of pc curtain wall |
-
1989
- 1989-11-15 JP JP29704189A patent/JPH03158540A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5332609A (en) * | 1976-09-07 | 1978-03-28 | Nec Corp | Detecting system for interference signal by means of time sharing |
JPS57112539A (en) * | 1980-12-29 | 1982-07-13 | Mitsui Constr | Attaching method and apparatus of pc curtain wall |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0399107U (en) * | 1990-01-30 | 1991-10-16 |
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