JPH05156734A - Wall structure of architecture having finish panel of long size external wall - Google Patents
Wall structure of architecture having finish panel of long size external wallInfo
- Publication number
- JPH05156734A JPH05156734A JP34407491A JP34407491A JPH05156734A JP H05156734 A JPH05156734 A JP H05156734A JP 34407491 A JP34407491 A JP 34407491A JP 34407491 A JP34407491 A JP 34407491A JP H05156734 A JPH05156734 A JP H05156734A
- Authority
- JP
- Japan
- Prior art keywords
- wall
- fixed
- long
- finishing panel
- plate
- 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
Landscapes
- Load-Bearing And Curtain Walls (AREA)
- Finishing Walls (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、建築物における係止式
長尺外壁仕上げパネルを有する壁構造に関するものであ
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a wall structure having a locking type long outer wall finishing panel in a building.
【0002】[0002]
【従来の技術】従来、建築物における係止式外壁仕上げ
パネルを有する壁構造としては、図18ないし図20に
示すように、多数の胴縁13を、上下方向に間隔をおい
て鋼製柱14の外面に固定し、硅酸カルシウム板からな
る耐火板15を各胴縁13の外側にわたって配置し、2
本の縦溝16を形成したアルミニウム製縦枠材17に前
記縦溝16を横断する多数の横ピン18を上下方向に間
隔をおいて固定して、ピン付き縦枠材19を構成し、多
数のピン付き縦枠材19を耐火板15の外側において横
方向に一定間隔で配置し、かつ前記ピン付き縦枠材19
における縦枠材17を胴縁13に対しドリルビス20に
より固定し、溝形横断面の外壁仕上げパネル21におけ
る左右の側板22の上部および下部にL形の係止用スリ
ット23を設け、複数の外壁仕上げパネル21における
側板22の係止用スリット23を前記ピン付き縦枠材1
9の横ピン18に係止し、さらに上下の胴縁13の間に
グラスウールからなる断熱材24を配置し、鋼製梁25
に架設された鋼製デッキプレート26の上に打設された
コンクリートスラブ27とその上方の梁25との間に、
内壁用縦支持杆28を配置して固定し、その縦支持杆2
8の表面に石膏ボードからなる内壁板29を固定した壁
構造が知られている。2. Description of the Related Art Conventionally, as a wall structure having a locking type outer wall finishing panel in a building, as shown in FIGS. 18 to 20, a large number of furring strips 13 are vertically arranged at intervals of steel columns. It is fixed to the outer surface of 14 and a fire-resistant plate 15 made of a calcium silicate plate is arranged over the outside of each furring strip 13.
A large number of horizontal pins 18 traversing the vertical groove 16 are fixed to the vertical frame member 17 made of aluminum in which the vertical grooves 16 are formed at intervals in the vertical direction to form a vertical frame member 19 with pins. The vertical frame members 19 with pins are arranged laterally outside the fireproof plate 15 at regular intervals, and the vertical frame members 19 with pins are provided.
The vertical frame member 17 is fixed to the furring strip 13 by a drill screw 20, and L-shaped locking slits 23 are provided on the upper and lower portions of the left and right side plates 22 of the outer wall finishing panel 21 having a groove-shaped cross section, and a plurality of outer walls are provided. The slit 23 for locking the side plate 22 in the finishing panel 21 is formed in the vertical frame member 1 with the pin.
9. A heat insulating material 24 made of glass wool is placed between the upper and lower furring strips 13 and is secured to the lateral pin 18 of the steel beam 25.
Between the concrete slab 27 cast on the steel deck plate 26 erected on the and the beam 25 above it,
The vertical support rod 28 for the inner wall is arranged and fixed, and the vertical support rod 2
A wall structure in which an inner wall plate 29 made of a gypsum board is fixed to the surface of 8 is known.
【0003】[0003]
【発明が解決しようとする課題】前記従来の係止式外壁
仕上げパネルを有する壁構造の場合は、構造が複雑で部
材数が多く、そのため施工が煩雑でコスト高になり、ま
た風圧等の外力により長尺外壁仕上げパネルの中間部が
振動して、騒音を発生したり、パネルに変形が生じたり
するので、外壁仕上げパネルの横方向の寸法を長くでき
ないという欠点がある。In the case of the conventional wall structure having the locking type outer wall finishing panel, the structure is complicated and the number of members is large, so that the construction is complicated and the cost is high, and the external force such as wind pressure is also large. As a result, the middle portion of the long outer wall finishing panel vibrates, which causes noise and deformation of the panel, so that the lateral dimension of the outer wall finishing panel cannot be increased.
【0004】[0004]
【課題を解決するための手段】前述の問題を有利に解決
するために、本発明の長尺外壁仕上げパネルを有する建
築物の壁構造においては、鉄骨骨組に対し連結部材1を
介して連結されている支持部材2のフランジ3に、横方
向に延長するセメント系材料製長尺壁板4の横方向端部
を、クリップ5および締付具6により固定し、前記支持
部材2に固定した支持杆7に、上下方向に間隔をおいて
配置した複数の横ピン8を固定し、横方向に延長する長
尺外壁仕上げパネル9における横方向の両端部の上部お
よび下部に設けた係止用スリット10を、前記横ピン8
に上方から嵌込係止し、前記長尺外壁仕上げパネル9に
おける長手方向の中間部の上部および下部に、振れ止め
用係止金具11を固定し、その振れ止め用係止金具11
に対向する位置において、前記長尺壁板4に振れ止め用
保持金具12を固定し、前記振れ止め用係止金具11を
振れ止め用保持金具12に係合する。In order to advantageously solve the above-mentioned problems, in a wall structure of a building having a long outer wall finishing panel of the present invention, it is connected to a steel frame through a connecting member 1. A lateral end of a long wall plate 4 made of cement-based material, which extends in the lateral direction, is fixed to a flange 3 of the supporting member 2 by a clip 5 and a fastening tool 6, and is fixed to the supporting member 2. A plurality of horizontal pins 8 arranged at intervals in the vertical direction are fixed to the rod 7, and locking slits are provided at upper and lower ends of the long outer wall finishing panel 9 extending in the horizontal direction in the horizontal direction. 10 is the horizontal pin 8
Is fitted and locked from above to the upper and lower ends of the middle portion of the long outer wall finishing panel 9 in the longitudinal direction, and a steadying locking metal fitting 11 is fixed.
At a position opposite to, the steady-state holding metal fitting 12 is fixed to the long wall plate 4, and the steady-state locking metal fitting 11 is engaged with the steady-state holding metal fitting 12.
【0005】[0005]
【実施例】図1ないし図14は本発明の第1実施例を示
すものであって、溝底板30の巾方向の両側に、溝側板
31および溝外側に突出するフランジ3が順次直角に屈
折連設されて、上下方向に延長する鋼製支持部材2が構
成され、その支持部材2における溝底板30はフランジ
3よりも建築物の外壁側に位置するように配置され、建
築物の鉄骨骨組を構成する角形断面の鋼製柱32に、上
下方向に間隔をおいて配置された多数の内側連結部材3
3が溶接により固着され、水平板34と垂直板35とか
らなる外側連結部材36における前記水平板34に、建
築物の外壁面に直角な方向に延長する長孔37が設けら
れ、前記内側連結部材33の水平板38に外側連結部材
36の水平板34が載置されて、水平板38の透孔およ
び水平板34の長孔37を貫通するボルト39に締付結
合され、そのボルト39により締付結合された内側連結
部材33および外側連結部材36により鋼製連結部材1
が構成されている。1 to 14 show a first embodiment of the present invention, in which a groove side plate 31 and a flange 3 protruding outside the groove are bent at right angles to each other on both sides of the groove bottom plate 30 in the width direction. Steel support members 2 that are continuously provided and extend in the vertical direction are configured, and the groove bottom plate 30 of the support member 2 is disposed so as to be located closer to the outer wall side of the building than the flange 3, and is a steel frame of the building. A large number of inner connecting members 3 arranged at intervals in the vertical direction on a steel column 32 having a rectangular cross section
3 is fixed by welding, and a long hole 37 extending in a direction perpendicular to the outer wall surface of the building is provided in the horizontal plate 34 in the outer connecting member 36 including the horizontal plate 34 and the vertical plate 35, and the inner connection is formed. The horizontal plate 34 of the outer connecting member 36 is placed on the horizontal plate 38 of the member 33, and is tightened and coupled to the bolt 39 penetrating the through hole of the horizontal plate 38 and the long hole 37 of the horizontal plate 34. The inner connecting member 33 and the outer connecting member 36, which are fastened together, are used to connect the steel connecting member
Is configured.
【0006】前記支持部材2の上端部および下端部のフ
ランジ3は、外側連結部材36における垂直板35の外
面に重合されてボルト40または溶接により固定され、
上下方向に延長するコ字状溝形断面の鋼製支持杆7にお
ける各溝側板41に、上下方向に間隔をおいて配置され
た多数の水平な横ピン8が架設固定され、前記支持杆7
の溝底板42は、支持部材2の溝底板30に重合されて
複数のボルト43または溶接により固定されている。ま
た前記外側連結部材36における垂直板35の外面に、
支持部材2の下端部およびセメント系材料製長尺壁板4
の下端部を支承する支承台44が固定されている。The flanges 3 at the upper and lower ends of the support member 2 are overlapped with the outer surface of the vertical plate 35 of the outer connecting member 36 and fixed by bolts 40 or welding.
A large number of horizontal lateral pins 8 arranged at intervals in the vertical direction are erected and fixed to each groove side plate 41 of the steel supporting rod 7 having a U-shaped groove cross section extending in the vertical direction.
The groove bottom plate 42 is overlapped with the groove bottom plate 30 of the support member 2 and fixed by a plurality of bolts 43 or welding. Further, on the outer surface of the vertical plate 35 of the outer connecting member 36,
The lower end of the support member 2 and the long wall plate 4 made of cement-based material
A support base 44 that supports the lower end of the is fixed.
【0007】上下方向に間隔をおいて配置された多数の
横向き貫通孔45を備え、かつ横方向に長くなっている
セメント系材料製長尺壁板4の上部に突条46が設けら
れると共に、その長尺壁板4の下部に溝47が設けら
れ、前記セメント系材料製長尺壁板4における横方向の
端部と支持部材2におけるフランジ3の外面との間にゴ
ム製パッキング48が介在され、前記セメント系材料製
長尺壁板4の内面と支持部材2におけるフランジ3の内
面とにわたって鋼製クリップ5が配置され、そのクリッ
プ5の透孔と前記長尺壁板4における内面側の透孔とに
わたって、ボルト49が挿通され、そのボルト49はセ
メント系材料製長尺壁板4の横向き貫通孔45内に配置
された4角形ナット50に螺合され、前記ボルト49と
4角形ナット50とからなる締付具6により、セメント
系材料製長尺壁板4がフランジ3に固定される。A plurality of laterally-directed through holes 45 arranged at intervals in the vertical direction are provided, and a ridge 46 is provided on the upper portion of the long cement-based material wall plate 4 which is elongated in the lateral direction. A groove 47 is provided in the lower portion of the long wall plate 4, and a rubber packing 48 is interposed between a lateral end of the long wall plate 4 made of cement material and an outer surface of the flange 3 of the support member 2. Then, the steel clip 5 is arranged over the inner surface of the long wall plate 4 made of cement-based material and the inner surface of the flange 3 of the supporting member 2, and the through hole of the clip 5 and the inner surface side of the long wall plate 4 are provided. A bolt 49 is inserted through the through hole, and the bolt 49 is screwed into a quadrilateral nut 50 arranged in the lateral through hole 45 of the long wall plate 4 made of cement-based material. 50 and The Ranaru tightener 6, cementitious material made long wall plate 4 is fixed to the flange 3.
【0008】セメント系材料製長尺壁板4における横方
向の端面と支持部材2における溝側板31との間に、発
泡合成樹脂からなるバックアップ材53が充填されると
共に、シリコン系のシーリング材54が充填されてい
る。上下方向に隣り合う長尺壁板4の突条46は溝47
に嵌入され、かつ上下方向に隣り合う長尺壁板4の間に
シリコン系のシーリング材54が充填されている。A backup material 53 made of foamed synthetic resin is filled between the lateral end surface of the long wall plate 4 made of cement-based material and the groove side plate 31 of the support member 2, and a silicon-based sealing material 54 is also provided. Is filled. The ridges 46 of the long wall plates 4 that are vertically adjacent to each other are provided with the grooves 47.
A silicon-based sealing material 54 is filled between the long wall plates 4 that are vertically fitted in and adjacent to each other.
【0009】横方向に長くなっている金属製長尺外壁仕
上げパネル9における横方向の両側の側板55の上部お
よび下部に、下向きに開口する係止用スリット10を有
する鋼製係止板56が溶接またはリベット57により固
定され、前記長尺外壁仕上げパネル9における長手方向
の中央部の裏面に、垂直な金属製枠材58が接着剤等に
より固着され、かつ長尺外壁仕上げパネル9における長
手方向の中央部の上部裏側および下部裏側に、ピン孔5
9を有する金属製振れ止め用係止金具11が溶接または
リベットにより固着され、上方に突出する垂直なピン6
0を備えている金属製振れ止め用保持金具12は、長尺
壁板4の外面に配置され、前記締付具6と同一構造の締
付具61により振れ止め用保持金具12が長尺壁板4に
固定されている。Steel locking plates 56 having locking slits 10 opening downward are provided on the upper and lower portions of the lateral side plates 55 of the metal long outer wall finishing panel 9 which is elongated in the horizontal direction. It is fixed by welding or rivets 57, and a vertical metal frame member 58 is fixed to the back surface of the central portion in the longitudinal direction of the long outer wall finishing panel 9 with an adhesive or the like, and in the longitudinal direction of the long outer wall finishing panel 9. On the upper back side and lower back side of the center of the
A vertical steady pin 6 having an anti-sway locking metal fitting 11 having an upper end 9 fixed thereto by welding or rivets.
The metal anti-skid holding metal fitting 12 provided with 0 is disposed on the outer surface of the long wall plate 4, and the anti-sway metal fitting 12 is fixed to the long wall by a fastener 61 having the same structure as the fastener 6. It is fixed to the plate 4.
【0010】長尺外壁仕上げパネル9の横方向の両側に
ある係止板56の係止用スリット10は、支持杆7に固
定されている横ピン8に対し、上方から嵌合係止され、
かつ長尺外壁仕上げパネル9の長手方向の中央の上部お
よび下部にある振れ止め用係止金具11のピン孔59
は、振れ止め用保持金具12のピン60に上方から嵌合
され、長尺外壁仕上げパネル9の長手方向の中央部は、
前記長尺壁板4により振れ止め用保持金具12および振
れ止め用係止金具11を介して保持される。また横方向
に隣り合う長尺外壁仕上げパネル9の間において、ほぼ
L字状の係止用スリット62を有するパネルスペーサ6
3が横ピン8に嵌合係止されている。The locking slits 10 of the locking plates 56 on both sides of the long outer wall finishing panel 9 in the lateral direction are fitted and locked from above to the lateral pins 8 fixed to the support rod 7,
Moreover, the pin holes 59 of the locking fittings 11 for the steady rest, which are provided at the upper and lower portions of the center of the long outer wall finishing panel 9 in the longitudinal direction.
Is fitted from above onto the pin 60 of the steady rest 12 and the central portion in the longitudinal direction of the long outer wall finishing panel 9 is
It is held by the long wall plate 4 via a steadying metal fitting 12 and a steadying metal fitting 11. A panel spacer 6 having a substantially L-shaped locking slit 62 between the long outer wall finishing panels 9 adjacent in the lateral direction.
3 is fitted and locked to the lateral pin 8.
【0011】図15ないし図17は本発明の第2実施例
を示すものであって、上下方向に延長するT形断面の鋼
製外側連結部材36が、フランジ64とウエブ65とに
より構成され、そのウエブ65に水平な複数の長孔37
が上下方向に間隔をおいて設けられ、垂直な鋼板からな
る内側連結部材33は外側連結部材36のウエブ65に
重合され、内側連結部材33の透孔およびウエブ65の
長孔37に挿通されたボルト39により、内側連結部材
33と外側連結部材36のウエブ65とが締付結合さ
れ、前記内側連結部材33は鋼製柱32に対し溶接によ
り固着され、前記内側連結部材33と外側連結部材36
とにより連結部材1が構成されている。また前記外側連
結部材36のフランジ64に支持部材2のフランジ3が
ボルト40または溶接により固定されているが、その他
の構成は第1実施例の場合と同様である。FIGS. 15 to 17 show a second embodiment of the present invention in which a steel outer connecting member 36 having a T-shaped section extending in the vertical direction is constituted by a flange 64 and a web 65. The web 65 has a plurality of horizontal long holes 37.
Are provided at intervals in the vertical direction, and the inner connecting member 33 made of a vertical steel plate is superposed on the web 65 of the outer connecting member 36 and inserted into the through hole of the inner connecting member 33 and the long hole 37 of the web 65. The inner connecting member 33 and the web 65 of the outer connecting member 36 are fastened together by the bolts 39, the inner connecting member 33 is fixed to the steel column 32 by welding, and the inner connecting member 33 and the outer connecting member 36 are connected.
The connecting member 1 is constituted by. Further, the flange 3 of the support member 2 is fixed to the flange 64 of the outer connecting member 36 by bolts 40 or welding, but other configurations are the same as in the case of the first embodiment.
【0012】本発明を実施する場合、振れ止め用係止金
具11に、下向きに突出するピンを設け、振れ止め用保
持金具12にピン孔を設けてもよい。When the present invention is carried out, a pin protruding downward may be provided on the steady-state locking metal fitting 11 and a pin hole may be provided on the steady-state holding metal fitting 12.
【0013】[0013]
【発明の効果】本発明によれば、長尺外壁仕上げパネル
9における長手方向の中間部の上部および下部に、振れ
止め用係止金具11を固定し、その振れ止め用係止金具
11に対向する位置において、セメント系材料製長尺壁
板4に振れ止め用保持金具12を固定し、前記振れ止め
用係止金具11を振れ止め用保持金具12に係合したの
で、長尺外壁仕上げパネル9が風圧等の外力を受けて
も、その長尺外壁仕上げパネル9を中間部で支持してい
るので、長尺外壁仕上げパネル9の振動による騒音発生
を防止し、かつ長尺外壁仕上げパネル9の変形を防止す
ることができ、しかも、従来の場合に比べて、外壁仕上
げパネルを著しく長尺化することができる。また鉄骨骨
組に対し連結部材1を介して連結されている支持部材2
のフランジ3に、横方向に延長するセメント系材料製長
尺壁板4の横方向端部を、クリップ5および締付具6に
より固定し、前記支持部材2に固定した支持杆7に、上
下方向に間隔をおいて配置した複数の横ピン8を固定
し、横方向に延長する長尺外壁仕上げパネル9における
横方向の両端部の上部および下部に設けた係止用スリッ
ト10を、前記横ピン8に嵌込係止したので、従来の係
止式外壁仕上げパネルを有する壁構造における胴縁1
3,断熱材24,耐火板15および横ピン付き縦枠材1
9を、横ピン8付き支持杆7を固定した支持部材2と、
その支持部材2に固定されるセメント系材料製長尺壁板
4とによって代替することができ、そのため壁部の構造
が簡単で部材数を少なくすることができ、したがって、
建築物の壁部を容易にかつ低コストで施工することがで
きる。EFFECTS OF THE INVENTION According to the present invention, the anti-sway locking metal fittings 11 are fixed to the upper and lower parts of the longitudinal middle portion of the long outer wall finishing panel 9 and face the anti-sway metal locking fittings 11. At this position, the precession holding metal fitting 12 is fixed to the cement-based material long wall plate 4, and the precession locking metal fitting 11 is engaged with the precession holding metal fitting 12, so that the long outer wall finishing panel Even if 9 receives an external force such as wind pressure, since the long outer wall finishing panel 9 is supported by the intermediate portion, noise generation due to vibration of the long outer wall finishing panel 9 is prevented, and the long outer wall finishing panel 9 is prevented. Of the outer wall finishing panel can be remarkably lengthened as compared with the conventional case. Further, a supporting member 2 connected to the steel frame through a connecting member 1.
The lateral end of a long wall plate 4 made of a cement-based material, which extends in the lateral direction, is fixed to the flange 3 of the same by a clip 5 and a fastening tool 6, and the supporting rod 7 fixed to the supporting member 2 is vertically moved. A plurality of horizontal pins 8 arranged at intervals in the direction are fixed, and locking slits 10 provided at upper and lower ends of the long outer wall finishing panel 9 extending in the horizontal direction in the horizontal direction are provided. Since it is fitted and locked to the pin 8, the furring strip 1 in the wall structure having the conventional locking type outer wall finishing panel
3, heat insulating material 24, fireproof plate 15 and vertical frame member 1 with horizontal pins
9 is a support member 2 to which a support rod 7 with a horizontal pin 8 is fixed,
It can be replaced by a long wall plate 4 made of a cement-based material fixed to the supporting member 2, so that the structure of the wall portion is simple and the number of members can be reduced.
The wall of a building can be constructed easily and at low cost.
【図1】本発明の第1実施例に係る長尺外壁仕上げパネ
ルを有する建築物の壁構造を示す一部切欠横断平面図で
ある。FIG. 1 is a partially cutaway transverse plan view showing a wall structure of a building having a long outer wall finishing panel according to a first embodiment of the present invention.
【図2】図1の一部を拡大して示す横断平面図である。FIG. 2 is a cross-sectional plan view showing a part of FIG. 1 in an enlarged manner.
【図3】図2の一部を拡大して示す横断平面図である。FIG. 3 is a cross-sectional plan view showing a part of FIG. 2 in an enlarged manner.
【図4】本発明の実施例に係る長尺外壁仕上げパネルを
有する建築物の壁構造の一部を示す縦断側面図である。FIG. 4 is a vertical sectional side view showing a part of a wall structure of a building having a long outer wall finishing panel according to an embodiment of the present invention.
【図5】長尺外壁仕上げパネルの振れ止め部を示す横断
平面図である。FIG. 5 is a cross-sectional plan view showing a steady rest of the long outer wall finishing panel.
【図6】長尺外壁仕上げパネルの振れ止め部を示す縦断
側面図である。FIG. 6 is a vertical sectional side view showing a steady rest of a long outer wall finishing panel.
【図7】長尺外壁仕上げパネルを示す正面図である。FIG. 7 is a front view showing a long outer wall finishing panel.
【図8】長尺外壁仕上げパネルを示す底面図である。FIG. 8 is a bottom view showing a long outer wall finishing panel.
【図9】長尺外壁仕上げパネルを拡大して示す側面図で
ある。FIG. 9 is a side view showing an enlarged long outer wall finishing panel.
【図10】図7のA−A線拡大断面図である。10 is an enlarged cross-sectional view taken along the line AA of FIG.
【図11】図7のB−B線拡大断面図である。11 is an enlarged cross-sectional view taken along the line BB of FIG.
【図12】長尺外壁仕上げパネルにおける振れ止め用係
止金具付近を示す平面図である。FIG. 12 is a plan view showing the vicinity of a steadying metal fitting for a long outer wall finishing panel.
【図13】パネルスペーサの側面図である。FIG. 13 is a side view of a panel spacer.
【図14】図13のC−C線拡大断面図である。14 is an enlarged cross-sectional view taken along line CC of FIG.
【図15】本発明の第2実施例に係る長尺外壁仕上げパ
ネルを有する建築物の壁構造を示す一部切欠横断平面図
である。FIG. 15 is a partially cutaway transverse plan view showing a wall structure of a building having a long outer wall finishing panel according to a second embodiment of the present invention.
【図16】図15に示す長尺外壁仕上げパネルを有する
建築物の壁構造の一部を拡大して示す横断平面図であ
る。16 is a cross-sectional plan view showing an enlarged part of the wall structure of the building having the long outer wall finishing panel shown in FIG.
【図17】図15に示す長尺外壁仕上げパネルを有する
建築物の壁構造の一部を拡大して示す縦断側面図であ
る。17 is a vertical cross-sectional side view showing an enlarged part of the wall structure of the building having the long outer wall finishing panel shown in FIG.
【図18】従来の建築物の壁構造を示す縦断側面図であ
る。FIG. 18 is a vertical sectional side view showing a wall structure of a conventional building.
【図19】従来の建築物の壁構造の一部を示す斜視図で
ある。FIG. 19 is a perspective view showing a part of a conventional wall structure of a building.
【図20】従来の建築物の壁構造の一部を示す横断平面
図である。FIG. 20 is a cross-sectional plan view showing a part of a conventional wall structure of a building.
1 連結部材 2 支持部材 3 フランジ 4 セメント系材料製長尺壁板 5 クリップ 6 締付具 7 支持杆 8 横ピン 9 長尺外壁仕上げパネル 10 係止用スリット 11 振れ止め用係止金具 12 振れ止め用保持金具 30 溝底板 31 溝側板 32 鋼製柱 33 内側連結部材 34 水平板 35 垂直板 36 外側連結部材 37 長孔 38 水平板 39 ボルト 40 ボルト 41 溝側板 42 溝底板 43 ボルト 45 横向き貫通孔 46 突条 47 溝 48 パッキング 49 ボルト 50 4角形ナット 55 側板 56 係止板 59 ピン孔 60 ピン 61 締付具 62 係止用スリット 63 パネルスペーサ 64 フランジ 65 ウエブ DESCRIPTION OF SYMBOLS 1 Connection member 2 Support member 3 Flange 4 Cement-based material long wall plate 5 Clip 6 Fastener 7 Support rod 8 Horizontal pin 9 Long outer wall finishing panel 10 Locking slit 11 Locking stop metal fitting 12 Steady stop Retaining bracket 30 Groove bottom plate 31 Groove side plate 32 Steel column 33 Inner connecting member 34 Horizontal plate 35 Vertical plate 36 Outer connecting member 37 Long hole 38 Horizontal flat plate 39 Bolt 40 Bolt 41 Groove side plate 42 Groove bottom plate 43 Bolt 45 Horizontal through hole 46 Protrusion 47 Groove 48 Packing 49 Bolt 50 Square nut 55 Side plate 56 Locking plate 59 Pin hole 60 Pin 61 Fastening tool 62 Locking slit 63 Panel spacer 64 Flange 65 Web
Claims (1)
されている支持部材2のフランジ3に、横方向に延長す
るセメント系材料製長尺壁板4の横方向端部を、クリッ
プ5および締付具6により固定し、前記支持部材2に固
定した支持杆7に、上下方向に間隔をおいて配置した複
数の横ピン8を固定し、横方向に延長する長尺外壁仕上
げパネル9における横方向の両端部の上部および下部に
設けた係止用スリット10を、前記横ピン8に上方から
嵌込係止し、前記長尺外壁仕上げパネル9における長手
方向の中間部の上部および下部に、振れ止め用係止金具
11を固定し、その振れ止め用係止金具11に対向する
位置において、前記長尺壁板4に振れ止め用保持金具1
2を固定し、前記振れ止め用係止金具11を振れ止め用
保持金具12に係合した長尺外壁仕上げパネルを有する
建築物の壁構造。1. A clip 5 is provided with a lateral end of a long wall plate 4 made of a cement-based material extending laterally to a flange 3 of a supporting member 2 connected to a steel frame via a connecting member 1. And a long outer wall finishing panel 9 which is fixed by a fastener 6 and fixed to a supporting rod 7 fixed to the supporting member 2 with a plurality of lateral pins 8 arranged at intervals in the vertical direction and extending in the lateral direction. Locking slits 10 provided at the upper and lower portions of both lateral ends of the long outer wall finishing panel 9 are fitted and locked to the lateral pins 8 from above, and the upper and lower portions of the middle portion of the long outer wall finishing panel 9 in the longitudinal direction. The locking metal fitting 11 for steadying is fixed to the long wall plate 4 at the position facing the locking metal fitting 11 for steadying.
A wall structure of a building having a long outer wall finishing panel in which 2 is fixed, and the steadying metal fitting 11 is engaged with a steadying metal fitting 12.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP34407491A JP2512359B2 (en) | 1991-12-03 | 1991-12-03 | Wall structure of buildings with long exterior wall finishing panels |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP34407491A JP2512359B2 (en) | 1991-12-03 | 1991-12-03 | Wall structure of buildings with long exterior wall finishing panels |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH05156734A true JPH05156734A (en) | 1993-06-22 |
JP2512359B2 JP2512359B2 (en) | 1996-07-03 |
Family
ID=18366459
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP34407491A Expired - Lifetime JP2512359B2 (en) | 1991-12-03 | 1991-12-03 | Wall structure of buildings with long exterior wall finishing panels |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2512359B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2490011B (en) * | 2011-04-11 | 2017-01-04 | Arch & Metal Systems Ltd | Two Box-Section Beam |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102720290B (en) * | 2012-06-05 | 2014-07-02 | 沈阳远大铝业工程有限公司 | Framework glass curtain wall arborescent supporting vertical frame |
CN102720289B (en) * | 2012-06-05 | 2014-07-30 | 沈阳远大铝业工程有限公司 | Glass plane materiel connecting device for curtain wall arborescent supporting vertical frame |
-
1991
- 1991-12-03 JP JP34407491A patent/JP2512359B2/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2490011B (en) * | 2011-04-11 | 2017-01-04 | Arch & Metal Systems Ltd | Two Box-Section Beam |
Also Published As
Publication number | Publication date |
---|---|
JP2512359B2 (en) | 1996-07-03 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 19960130 |