JPH11269981A - Connecting structure between panel type structural floor and steel structural floor in multi-storied building - Google Patents
Connecting structure between panel type structural floor and steel structural floor in multi-storied buildingInfo
- Publication number
- JPH11269981A JPH11269981A JP9228898A JP9228898A JPH11269981A JP H11269981 A JPH11269981 A JP H11269981A JP 9228898 A JP9228898 A JP 9228898A JP 9228898 A JP9228898 A JP 9228898A JP H11269981 A JPH11269981 A JP H11269981A
- Authority
- JP
- Japan
- Prior art keywords
- panel
- floor
- steel
- structural floor
- flange
- 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.)
- Withdrawn
Links
- 229910000831 Steel Inorganic materials 0.000 title claims description 46
- 239000010959 steel Substances 0.000 title claims description 46
- 239000000463 material Substances 0.000 claims abstract description 50
- 239000002436 steel type Substances 0.000 claims abstract description 5
- 239000002184 metal Substances 0.000 claims description 32
- 229910052751 metal Inorganic materials 0.000 claims description 32
- 238000005304 joining Methods 0.000 claims description 11
- 230000002093 peripheral Effects 0.000 claims description 2
- 210000000088 Lip Anatomy 0.000 description 10
- 238000009415 formwork Methods 0.000 description 8
- 238000010276 construction Methods 0.000 description 5
- 210000001503 Joints Anatomy 0.000 description 4
- 238000005520 cutting process Methods 0.000 description 4
- 238000005266 casting Methods 0.000 description 3
- 230000000875 corresponding Effects 0.000 description 3
- 229910052602 gypsum Inorganic materials 0.000 description 2
- 239000010440 gypsum Substances 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000010079 rubber tapping Methods 0.000 description 2
- 239000003566 sealing material Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000004323 axial length Effects 0.000 description 1
- 230000001808 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
Abstract
Description
【0001】[0001]
【発明が属する技術分野】 本発明は下層階側を鉄骨式
骨組構造とし、上層階側を組立パネルによる骨組構造と
した多層建築物に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a multi-story building having a steel frame structure on the lower floor side and a frame structure using assembled panels on the upper floor side.
【0002】[0002]
【従来の技術】 特開平9−279763号公報には、
特殊な製造ラインを使用しないで品質管理が容易にコス
ト安くかつ高い強度に製造でき、内外装材の仕様変更等
にも柔軟に対応できる建築用の組立パネルと、この組立
パネルを屋根部や外壁部の構造骨組として使用し、最上
階の鉄骨骨組を省略しても風荷重等に十分抵抗すること
ができ、また、最上階部分の重量が大きくならないた
め、低層階部分の鉄骨骨組の鉄骨断面を大きくする必要
がなく、鋼材使用量を節減できる多層階建築物が提案さ
れている。2. Description of the Related Art Japanese Patent Application Laid-Open No. 9-279763 discloses that
Architectural assembly panels that can be easily manufactured at low cost and with high strength without the use of special production lines, can be manufactured at low cost and have high strength, and can flexibly respond to changes in specifications of interior and exterior materials. It can be used as a structural framework of the upper part, and even if the steel frame on the top floor is omitted, it can sufficiently resist wind loads, etc. In addition, since the weight of the top floor does not increase, the steel frame section of the steel frame on the lower floor part There has been proposed a multi-story building in which it is not necessary to increase the size and the amount of steel used can be reduced.
【0003】前記公報で提案された多層階建築物は三階
建であり、ブレース付きの組立パネルが三階の屋根部と
三階を含めた全階の壁部の構成用パネルとして用いられ
ている。図23に示したように三階に当たるパネル式構
造階39Aの組立パネル17の下端部と、一階及び二階
に当たる鉄骨式構造階39Bとのボルト接合には、通し
材30が使用されている。通し材30は溝形鋼で構成さ
れ、ウェブ30aは組立パネル17の横幅方向に沿って
建築物の外側に向けて垂直に配置されている。通し材3
0の上側フランジ30bと下側フランジ30c間の開口
部は建築物の内側に向かって開口している。通し材30
のウェブ30aの内側面には、T字形鋼よりなる接合金
物34の外側端部が溶接されており、接合金物34の内
側端部は、鉄骨式構造階39BのH形鋼よりなる大梁2
9の上側フランジ29bに載せられ、高力ボルト35に
よってボルト接合されている。[0003] The multi-story building proposed in the above publication is a three-story building, and an assembly panel with braces is used as a construction panel for a roof part on the third floor and walls on all floors including the third floor. I have. As shown in FIG. 23, the through member 30 is used for bolt connection between the lower end portion of the assembled panel 17 of the panel type structural floor 39A corresponding to the third floor and the steel frame type structural floor 39B corresponding to the first and second floors. The pass-through member 30 is made of a channel steel, and the web 30a is arranged vertically toward the outside of the building along the width direction of the assembly panel 17. Through material 3
The opening between the upper flange 30b and the lower flange 30c is open toward the inside of the building. Through material 30
The outer end of a fitting 34 made of T-shaped steel is welded to the inner surface of the web 30a, and the inner end of the fitting 34 is a large beam 2 made of H-shaped steel of a steel structure floor 39B.
9 is mounted on the upper flange 29 b and is bolted by a high-strength bolt 35.
【0004】通し材30の上側フランジ30bは、パネ
ル式構造階39Aの組立パネル17の下部横枠材2内に
固着されたナット付き連結金具21に対面しており、ウ
ェブ21aとの間にはスペーサー33が挿入されてい
る。通し材30の下側フランジ30cは、鉄骨式構造階
39Bの組立パネル17の上部横枠材2内に固着された
ナット付き連結金具21に対面し、ウェブ21aとの間
にはスペーサー37が挿入されている。これらスペーサ
ー33,37は横枠材2のリップ2d,2dの間に配置
されている。各ナット付き連結金具21は溝形鋼を適宜
幅寸法に切断して作製されたものであり、連結金具21
はウェブ21aが横枠材2のリップ2d,2dに添接
し、フランジ21b,21cの先端が横枠材2のウェブ
2aに当接した状態で横枠材2に溶接され、ナット22
はウェブ21aに溶接されている。上下の連結金具2
1,21のナット22,22には、上下のフランジ30
b,30c間の開口部から、各フランジとスペーサーの
ボルト孔を通して高力ボルト32,36がねじ込まれ
る。これらのボルト・ナットはトルクレンチによって所
定トルクまで締付けられ、パネル式構造階39Aと鉄骨
式構造階39Bの各組立パネル17,17が通し材30
を介して接合される。[0004] The upper flange 30b of the thread member 30 faces the connecting member 21 with a nut fixed in the lower horizontal frame member 2 of the assembly panel 17 of the panel-type structural floor 39A. Spacer 33 is inserted. The lower flange 30c of the threading member 30 faces the connecting metal fitting 21 with a nut fixed in the upper horizontal frame member 2 of the assembly panel 17 of the steel structure floor 39B, and a spacer 37 is inserted between the connecting member 21 and the web 21a. Have been. These spacers 33, 37 are arranged between the lips 2d, 2d of the horizontal frame member 2. Each of the connecting fittings 21 with nuts is made by cutting a channel steel into an appropriate width.
Is welded to the horizontal frame member 2 with the web 21a abutting on the lips 2d, 2d of the horizontal frame member 2 and the ends of the flanges 21b, 21c contacting the web 2a of the horizontal frame member 2, and the nut 22
Are welded to the web 21a. Upper and lower connecting bracket 2
The upper and lower flanges 30 are attached to the nuts 22, 22.
High-strength bolts 32 and 36 are screwed from the openings between b and 30c through bolt holes in each flange and spacer. These bolts and nuts are tightened to a predetermined torque by a torque wrench.
Are joined through.
【0005】[0005]
【発明が解決しようとする課題】 このように構成され
た従来の多層階建築物では、パネル式構造階39Aの床
スラブコンクリートを打設するためにデッキプレート4
1を大梁29の上側フランジ29aに取り付ける場合、
デッキプレート41と前記接合金物34が干渉し、デッ
キプレート41と前記高力ボルト35が干渉するため、
デッキプレート41に干渉回避用の切欠部41aを設け
るといった複雑な作業が発生する。また、デッキプレー
ト41の型枠用金物42と接合金物34が干渉するた
め、干渉回避用の切欠部42aを型枠用金物42に設け
る必要があり、形状が複雑となって取付が容易でないと
いう問題があった。さらに、これらデッキプレート41
の切欠部41a、型枠用金物42の切欠部そして接合金
物34のボルト用透孔の隙間からコンクリートが漏れ出
るという問題もあった。In the conventional multi-story building constructed as described above, the deck plate 4 is used to cast the floor slab concrete of the panel-type structural floor 39A.
When attaching 1 to the upper flange 29a of the girder 29,
Since the deck plate 41 and the metal fitting 34 interfere with each other, and the deck plate 41 and the high-strength bolt 35 interfere with each other,
Complicated work such as providing a notch 41a for avoiding interference in the deck plate 41 occurs. Further, since the metal fittings 42 for the formwork of the deck plate 41 and the metal fittings 34 interfere with each other, it is necessary to provide a notch 42a for avoiding interference in the metalwork 42 for the formwork. There was a problem. Furthermore, these deck plates 41
There is also a problem that the concrete leaks from the notch 41a of the metal mold, the notch of the metal fitting for formwork 42, and the gap between the through holes for the bolts of the metal fitting 34.
【0006】上記のように通し材30の上側フランジ3
0bとパネル式構造階39Aの組立パネル17のナット
付き連結金具21とに間にはスペーサー33が挿入さ
れ、隙間が残存しているため、この隙間から雨が侵入す
るという問題もあった。また、鉄骨式構造階39Bの大
梁29の高さ方向のレベルが決定すると、接合金物3
4、通し材30および組立パネル17の横枠材2のレベ
ルが決まってしまい、横枠材2の天端が床面レベルとな
るため、床スラブ43が必要以上の厚さになり、不経済
な設計を行う場合が生ずるという問題があった。さらに
また、実際の施工では大梁29の高さ方向のレベル及び
水平位置が建方精度に応じて設計値と変わって来るた
め、通し材30と上下の組立パネル17,17の接合ボ
ルト用透孔の位置がずれてしまうことになり、この誤差
を吸収できないという問題もある。As described above, the upper flange 3 of the thread member 30
Since the spacer 33 is inserted between the connection fitting 21b and the connection fitting 21 with the nut of the assembly panel 17 of the panel-type structural floor 39A, a gap remains, and there is also a problem that rain enters from the gap. When the level in the height direction of the girder 29 of the steel structure floor 39B is determined, the joint hardware 3
4. The level of the horizontal member 2 of the thread member 30 and the assembly panel 17 is determined, and the top end of the horizontal member 2 is at the floor level, so that the floor slab 43 becomes thicker than necessary, which is uneconomical. However, there is a problem that a complicated design is performed. Furthermore, in the actual construction, the level and horizontal position of the girder 29 in the height direction and the horizontal position change from the design values in accordance with the construction accuracy. Is displaced, and this error cannot be absorbed.
【0007】したがって本発明の目的は、デッキプレー
トと型枠用金物の取付が容易となり、打設時のコンクリ
ートの漏れが解消され、床スラブの厚さを耐荷重に見合
った経済的なものに自由に設定でき、大梁の高さ方向の
レベルと水平位置のずれを的確に吸収でき、雨の侵入を
的確に防止できる、多層階建築物におけるパネル式構造
階と鉄骨式構造階との接合構造を提供することである。Accordingly, an object of the present invention is to make it easier to mount a deck plate and a metal formwork, to eliminate concrete leakage at the time of casting, and to make the thickness of the floor slab economical in proportion to the load bearing capacity. A joint structure between a panel-type structural floor and a steel frame-type structural floor in a multi-story building that can be freely set, accurately absorbs the difference between the level in the height direction of the girders and the horizontal position, and accurately prevents rain from entering. It is to provide.
【0008】[0008]
【課題を解決するための手段】 以下、添付図面(図
2)の参照符号を用いて説明すると、本発明の接合構造
では、鉛直荷重と面外方向の荷重を負担する組立パネル
17を外周部に配置して構造骨組を構成したパネル式構
造階40Aと、柱・梁によって構造骨組を構成して外周
に化粧壁パネル50を配置した鉄骨式構造階40Bとを
接合するに当たり、パネル式構造階40Aと鉄骨式構造
階40Bの間に溝形鋼よりなる通し材44を挿入し、通
し材44のウェブ44aを建築物の内側に向けて垂直に
配置し、通し材44の上側フランジ44bと下側フラン
ジ44c間の開口部44dを建築物の外側に向けて開口
させ、パネル式構造階40Aの組立パネル17の下端部
を通し材44の上側フランジ44bにボルト接合し、鉄
骨式構造階40BのH形鋼よりなる大梁45のウェブ4
5aに接合金物46の内側端部を所要の高さレベルにお
いて水平に固着し、接合金物46の外側端部に通し材4
4の下側フランジ44cをボルト接合し、大梁45の上
側フランジ45bにパネル式構造階40Aの床スラブ打
設用のデッキプレート47を載せ、鉄骨式構造階40B
の柱48,48間に架設した胴縁49に化粧壁パネル5
0を固着する。The joint structure of the present invention will be described with reference to the accompanying drawings (FIG. 2). In joining a panel-type structural floor 40A in which a structural frame is arranged to form a structural frame and a steel-type structural floor 40B in which a structural frame is constituted by columns and beams and a decorative wall panel 50 is arranged on the outer periphery, a panel-type structural floor is used. A thread member 44 made of a channel steel is inserted between 40A and the steel structure floor 40B, and a web 44a of the thread member 44 is vertically arranged toward the inside of the building, and the upper flange 44b and the lower part of the thread member 44 are arranged vertically. The opening 44d between the side flanges 44c is opened toward the outside of the building, the lower end of the assembly panel 17 of the panel-type structural floor 40A is bolted to the upper flange 44b of the through member 44, and the steel-frame-type structural floor 40B. H Web 4 of girder 45 made of shaped steel
5a, the inner end of the metal joint 46 is horizontally fixed at a required height level, and the outer material 4
4, the lower flange 44c is bolted, and the deck plate 47 for placing the floor slab of the panel type structural floor 40A is placed on the upper flange 45b of the girder 45, and the steel frame type structural floor 40B
The decorative wall panel 5 is attached to the body rim 49 erected between the pillars 48, 48.
0 is fixed.
【0009】上記接合構造において、通し材44の下側
フランジ44cと接合金物46の外側端部との間に高さ
調整用ライナー51,52を挿入し、高さ調整用ライナ
ー51,52の各ボルト孔58,59に接合用ボルト5
3を貫通させることができる。また、接合金物46の外
側端部のボルト孔54を内外水平方向に長いスロット状
に形成することもできる。更にまた、通し材44の上側
フランジ44bと下側フランジ44c間の開口部44d
を塞ぐように化粧壁パネル50を配置させ、化粧壁パネ
ル50の上端部と通し材44の上側フランジ44b間の
隙間に水切りプレート55を配置することもできる。In the above joining structure, the height adjusting liners 51, 52 are inserted between the lower flange 44c of the through member 44 and the outer end of the joining hardware 46, and each of the height adjusting liners 51, 52 is inserted. Connecting bolts 5 in bolt holes 58 and 59
3 can be penetrated. Further, the bolt hole 54 at the outer end of the metal joint 46 can be formed in a slot shape that is long in the horizontal direction inside and outside. Furthermore, an opening 44d between the upper flange 44b and the lower flange 44c of the thread member 44.
The decorative wall panel 50 may be disposed so as to close the wall, and the drain plate 55 may be disposed in a gap between the upper end portion of the decorative wall panel 50 and the upper flange 44b of the through member 44.
【0010】[0010]
【発明の実施の形態】 図示の実施例で使用された組立
パネル17は、前記先願公報の多層建築物で使用したも
のと同じである。図4と図5に示したように組立パネル
17は、軽量溝形鋼よりなる竪枠材1、横枠材2などの
各枠材を各ウェブ1a,2aがパネル厚さ方向に向くよ
うに配置し、ウェブ1a,2aに添接されるL字形接合
金具5と高力ボルト11によって各枠材を矩形状に相接
合して、鉛直荷重と面外方向の荷重を負担する構造骨組
を構成する。軽量溝形鋼としてはリップ付き溝形鋼が使
用され、構造骨組は左右一対の竪枠材1,1と上下一対
の横枠材2,2と中間横枠材3と上下二本に分断された
中間竪枠材4,4とで構成されている。竪枠材1の外側
フランジ1b、横枠材2の外側フランジ2b、中間横枠
材3の外側フランジ3bおよび中間竪枠材4の外側フラ
ンジ4bは同一垂直面内に位置し、竪枠材1の内側フラ
ンジ1c、横枠材2の内側フランジ2c、中間横枠材3
の内側フランジ3cおよび中間竪枠材4の内側フランジ
4cは同一垂直面内に位置している。DESCRIPTION OF THE PREFERRED EMBODIMENTS The assembled panel 17 used in the illustrated embodiment is the same as that used in the multi-story building of the prior application. As shown in FIG. 4 and FIG. 5, the assembled panel 17 is formed by arranging frame members such as the vertical frame member 1 and the horizontal frame member 2 made of lightweight channel steel so that the webs 1a and 2a are oriented in the panel thickness direction. The frame members are arranged and joined in a rectangular shape by an L-shaped joint fitting 5 attached to the webs 1a and 2a and the high-strength bolts 11 to form a structural frame that bears a vertical load and an out-of-plane load. I do. As the lightweight channel steel, a channel steel with a lip is used, and the structural frame is divided into a pair of left and right vertical frame members 1, 1 and a pair of upper and lower horizontal frame members 2, 2, an intermediate horizontal frame member 3, and two upper and lower frames. And intermediate vertical frame members 4 and 4. The outer flange 1b of the vertical frame member 1, the outer flange 2b of the horizontal frame member 2, the outer flange 3b of the intermediate horizontal frame member 3 and the outer flange 4b of the intermediate vertical frame member 4 are located in the same vertical plane. Inner flange 1c, inner flange 2c of horizontal frame member 2, intermediate horizontal frame member 3
And the inner flange 4c of the intermediate vertical frame member 4 are located in the same vertical plane.
【0011】組立パネル17には面内方向の荷重に対抗
するブレース13が組み込まれている。丸鋼棒のブレー
ス13は、竪枠材1,1の上半部分と上部横枠材2と中
間横枠材3で囲まれた面内でX状にクロスして2本設け
られ、また、竪枠材1,1の下半部分と下部横枠材2と
中間横枠材3で囲まれた面内でX状にクロスして2本設
けられている。上部横枠材2と竪枠材1間の接合金具5
にはブレース取付板14が溶接され、ブレースの端部が
該ブレース取付板14の正面側に溶接されている。A brace 13 for resisting an in-plane load is incorporated in the assembly panel 17. The brace 13 of the round steel bar is provided in two crosses in an X shape in a plane surrounded by the upper half portion of the vertical frame members 1 and 1, the upper horizontal frame member 2 and the middle horizontal frame member 3, and In the plane surrounded by the lower half of the vertical frame members 1, the lower horizontal frame member 2, and the intermediate horizontal frame member 3, two X-shaped cross members are provided. Joint 5 between upper horizontal frame member 2 and vertical frame member 1
, A brace mounting plate 14 is welded, and an end of the brace is welded to the front side of the brace mounting plate 14.
【0012】外装材6としては石膏ボード7を裏打ちし
た鉄板が使用され、竪枠材1の外側フランジ1b、横枠
材2の外側フランジ2b、中間横枠材3の外側フランジ
3bおよび中間竪枠材4の外側フランジ4bに添接さ
れ、外装材6の周縁折曲げ部が横枠材2のリップ2dに
タッピングビス9によって固着されている。外装材6の
固着箇所はこれに限定されず、各枠材の外側フランジの
適所が任意に選択される。内装材8としては石膏ボード
が使用され、竪枠材1の内側フランジ1c、横枠材2の
内側フランジ2c、中間横枠材3の内側フランジ3cお
よび中間竪枠材4の内側フランジ4cに添接され、タッ
ピングビス10によって各枠材の外側フランジの適所に
固着されている。As the exterior material 6, an iron plate lined with a gypsum board 7 is used, and the outer flange 1b of the vertical frame material 1, the outer flange 2b of the horizontal frame material 2, the outer flange 3b of the intermediate horizontal frame material 3, and the intermediate vertical frame. A peripheral bent portion of the exterior material 6 is attached to the outer flange 4 b of the material 4 and is fixed to the lip 2 d of the horizontal frame material 2 by a tapping screw 9. The fixing position of the exterior material 6 is not limited to this, and an appropriate position of the outer flange of each frame material is arbitrarily selected. Gypsum board is used as the interior material 8 and is attached to the inner flange 1c of the vertical frame material 1, the inner flange 2c of the horizontal frame material 2, the inner flange 3c of the intermediate horizontal frame material 3 and the inner flange 4c of the intermediate vertical frame material 4. Each frame member is fixed to an appropriate position on an outer flange of the frame member by a tapping screw 10.
【0013】図6から図8に示したように竪枠材1と横
枠材2のボルト接合には、山形鋼材を適宜幅に切断して
作成されたL字形接合金具5が使用され、接合金具5は
竪枠材1のウェブ1aと横枠材2のウェブ2aに添接さ
れ、接合金具5と各ウェブ1a,2aのボルト孔に通さ
れた高力ボルト11,11には、竪枠材1の内外フラン
ジ1b,1c間の開口部、横枠材2の内外フランジ2
b,2c間の開口部から差し入れたナット12,12が
螺合される。接合品質を一定に確保するためにボルト・
ナットはトルクレンチによって所定トルクまで締付けら
れ、竪枠材1と横枠材2は強度高く接合される。As shown in FIGS. 6 to 8, an L-shaped joint fitting 5 formed by cutting an angle steel material into an appropriate width is used for bolt joining of the vertical frame member 1 and the horizontal frame member 2. The metal fitting 5 is attached to the web 1a of the vertical frame material 1 and the web 2a of the horizontal frame material 2, and the joining metal fitting 5 and the high-strength bolts 11, 11 passed through the bolt holes of the webs 1a, 2a have vertical frames. Opening between the inner and outer flanges 1b and 1c of the material 1;
The nuts 12, 12 inserted from the openings between b, 2c are screwed. Bolts and bolts must be
The nut is tightened to a predetermined torque by a torque wrench, and the vertical frame member 1 and the horizontal frame member 2 are joined with high strength.
【0014】図9と図10に示したように中間横枠材3
と竪枠材1間の接合部には上下2個の接合金具5が用意
されている。上下の各接合金具5の垂直片部分5bは、
竪枠材1にボルト接合されている。上方の接合金具5
は、若干幅寸法が縮小されており、水平片部分5aは中
間横枠材3の端部に差し込まれ、中間横枠材3のウェブ
3aの上面側に添接されている。下方の接合金具5の水
平片部分5aは中間横枠材3のウェブ3aの下面側に添
接され、これら水平片部分5a,5aとウェブ3aのボ
ルト孔に通された高力ボルト11には、中間横枠材3の
内外フランジ3b,3c間の開口部からナット12が螺
合される。ボルト・ナットはトルクレンチによって締付
けられ、上下2個の接合金具5,5が中間横枠材3に接
合されている。上下の各接合金具5にはブレース取付板
14が溶接され、上方の接合金具5のブレース取付板1
4には、その背面側にブレース13が溶接されている。
下方の接合金具5のブレース取付板14には、その正面
側にブレース13が溶接されている。As shown in FIG. 9 and FIG.
Upper and lower two joint fittings 5 are prepared at the joint between the and the vertical frame member 1. The vertical piece 5b of each of the upper and lower joints 5 is
It is bolted to the vertical frame 1. Upper joint fitting 5
Has a slightly reduced width dimension, the horizontal piece portion 5a is inserted into the end of the intermediate horizontal frame member 3, and is in contact with the upper surface side of the web 3a of the intermediate horizontal frame member 3. The horizontal piece 5a of the lower joint 5 is attached to the lower surface side of the web 3a of the intermediate horizontal frame member 3, and the high-strength bolt 11 passed through these horizontal pieces 5a, 5a and the bolt holes of the web 3a The nut 12 is screwed into the opening between the inner and outer flanges 3b and 3c of the intermediate horizontal frame member 3. The bolts and nuts are tightened by a torque wrench, and the upper and lower two joint fittings 5, 5 are joined to the intermediate horizontal frame member 3. A brace mounting plate 14 is welded to each of the upper and lower joints 5, and the brace attachment plate 1 of the upper joint 5 is welded.
The brace 13 is welded to the back side of 4.
A brace 13 is welded to the front side of the brace mounting plate 14 of the lower joint fitting 5.
【0015】図11から図13に示したように横枠材2
と中間竪枠材4のボルト接合に当たっては、接合金具5
が横枠材2のウェブ2aと中間竪枠材4のウェブ4aに
添接され、接合金具5と各ウェブ2a,4aのボルト孔
に通された高力ボルト11,11には、横枠材2の内外
フランジ2b,2c間の開口部、中間竪枠材4の内外フ
ランジ4b,4c間の開口部から差し入れたナット1
2,12が螺合される。ボルト・ナットはトルクレンチ
によって締付けられ、竪枠材1と中間横枠材3が接合さ
れる。As shown in FIG. 11 to FIG.
When the bolts are connected to the intermediate vertical frame member 4,
Are attached to the web 2a of the horizontal frame member 2 and the web 4a of the intermediate vertical frame member 4, and the high-strength bolts 11, 11 passed through the joint fitting 5 and the bolt holes of the webs 2a, 4a have horizontal frame members. 2 nut 1 inserted through the opening between the inner and outer flanges 2b and 2c, and the opening between the inner and outer flanges 4b and 4c of the intermediate vertical frame member 4.
2 and 12 are screwed together. The bolts and nuts are tightened by a torque wrench, and the vertical frame member 1 and the intermediate horizontal frame member 3 are joined.
【0016】図14と図15に示したように中間横枠材
3と上下2本の中間竪枠材4,4のボルト接合に当たっ
ては、接合金具5は上下2個使用される。各接合金具5
は中間竪枠材4のウェブ4aに添接され、接合金具5と
ウェブ4aのボルト孔に通された高力ボルト11には、
中間竪枠材4の内外フランジ4b,4c間の開口部から
差し入れたナット12が螺合される。ボルト・ナットは
トルクレンチによって締付けられ、各接合金具5が中間
竪枠材4に接合される。下方の接合金具5は中間横枠材
3のウェブ3aに添接され、上方の接合金具5は中間横
枠材3のリップ3d,3dに添接され、上下の接合金具
5,5とウェブ3aのボルト孔に通された軸長の高力ボ
ルト11には、上方の接合金具5の上面側からナット1
2が螺合される。ボルト・ナットはトルクレンチによっ
て締付けられ、2個の接合金具5,5が中間横枠材3に
接合される。As shown in FIGS. 14 and 15, when the intermediate horizontal frame member 3 and the upper and lower two intermediate vertical frame members 4 and 4 are bolted together, two upper and lower metal fittings 5 are used. Each fitting 5
Is attached to the web 4a of the intermediate vertical frame member 4 and the high-strength bolt 11 passed through the joint fitting 5 and the bolt hole of the web 4a has
The nut 12 inserted through the opening between the inner and outer flanges 4b and 4c of the intermediate vertical frame member 4 is screwed. The bolts and nuts are tightened by a torque wrench, and each joint fitting 5 is joined to the intermediate vertical frame member 4. The lower joint 5 is attached to the web 3a of the intermediate horizontal frame 3, and the upper joint 5 is attached to the lips 3d of the intermediate horizontal frame 3, and the upper and lower joints 5, 5 and the web 3a. A high-strength bolt 11 having an axial length passed through the bolt hole of
2 is screwed. The bolts and nuts are tightened by a torque wrench, and the two joining fittings 5, 5 are joined to the intermediate horizontal frame member 3.
【0017】図16と図17に示したようにブレース取
付板14の厚さ相当分、前後に位置をずらせて交差する
2本のブレース13,13は、中間竪枠材4のウェブ4
aに設けた縦長開口15を貫通している。図18に示し
たように外装材6から裏打ち材を除去し、構造骨組の表
面側に直接的に添接することもできる。また、図19に
示したように軽量溝形鋼としてリップ無しのものを用い
ることもできる。図20に示したように内装材8と外装
材6で挟まれた中空部16に断熱材38を設けることも
できる。なお、前記ブレースは必要に応じて省略するこ
とができる。As shown in FIGS. 16 and 17, two braces 13, 13 which cross each other by being shifted back and forth by an amount corresponding to the thickness of the brace mounting plate 14, are formed by the web 4 of the intermediate vertical frame member 4.
a through the vertically long opening 15 provided in the a. As shown in FIG. 18, the backing material can be removed from the exterior material 6 and directly attached to the surface side of the structural frame. As shown in FIG. 19, a lightweight channel steel without a lip can also be used. As shown in FIG. 20, a heat insulating material 38 may be provided in the hollow portion 16 sandwiched between the interior material 8 and the exterior material 6. The brace can be omitted if necessary.
【0018】図1に示した実施例では、多層階建築物4
0は三階建であり、ブレース付きの組立パネル17をパ
ネル式構造階40Aの屋根部と壁部の構成用パネルとし
て用いている。屋根の形状は山形、片流れあるいは平屋
根のいずれにもすることができる。通し材44の上側フ
ランジ44bは、パネル式構造階40Aの組立パネル1
7の下部横枠材2内に固着されたナット付き連結金具2
1に対面している。ナット付き連結金具21は溝形鋼を
適宜幅寸法に切断して作製されたものであり、連結金具
21はウェブ21aが横枠材2のリップ2d,2dに添
接し、フランジ21b,21cの先端が横枠材2のウェ
ブ2aに当接した状態で下部横枠材2に溶接され、ナッ
ト22はウェブ21aに溶接されている。通し材44の
上側フランジ44bとナット付き連結金具21のウェブ
21aとの間には、スペーサー57が挿入されている。
ナット付き連結金具21のナット22には、通し材44
の上側フランジ44bと下側フランジ44c間の開口部
44dから、上側フランジ44bのボルト孔60とスペ
ーサー57のボルト孔を通して高力ボルト56がねじ込
まれる。ボルト56はトルクレンチによって所定トルク
まで締付けられ、パネル式構造階40Aと通し材44が
接合される。In the embodiment shown in FIG. 1, a multi-story building 4
Numeral 0 denotes a three-story building, in which the assembled panel 17 with braces is used as a panel for configuring the roof and walls of the panel-type structural floor 40A. The roof can be chevron, single-sided or flat roof. The upper flange 44b of the threading member 44 is attached to the assembled panel 1 of the panel type structural floor 40A.
7, a connection fitting 2 with a nut fixed in the lower horizontal frame member 2
Facing one. The connecting metal fitting 21 with a nut is made by cutting a channel steel into an appropriate width dimension. The connecting metal fitting 21 has a web 21a abutting on the lips 2d, 2d of the horizontal frame member 2, and a tip of the flanges 21b, 21c. Are welded to the lower horizontal frame member 2 in a state of contact with the web 2a of the horizontal frame member 2, and the nut 22 is welded to the web 21a. A spacer 57 is inserted between the upper flange 44b of the threading member 44 and the web 21a of the connection fitting 21 with a nut.
The nut 22 of the connection fitting 21 with a nut is provided with a through member 44.
A high-strength bolt 56 is screwed from an opening 44d between the upper flange 44b and the lower flange 44c through a bolt hole 60 of the upper flange 44b and a bolt hole of the spacer 57. The bolt 56 is tightened to a predetermined torque by a torque wrench, and the panel type structural floor 40A and the through member 44 are joined.
【0019】接合金物46はアングル形鋼で構成され、
水平板部46aに通し材44の下側フランジ44cが対
面する。接合金物46の水平板部46aと垂直板部46
bの内端面には取付板61が溶接されている。接合金物
46は内外方向の長さが短いものと長いものの2種類が
用意されている。長い方の接合金物46の前記取付板6
1は、大梁29のウェブ45aに添接され、取付板61
のボルト孔62とウェブ45aのボルト孔63を通る高
力ボルト64とナット65をトルクレンチで締め付ける
ことによって、大梁45に固着される。短い方の接合金
物46の取付板61は、H形鋼よりなる柱48の外側フ
ランジ48bに添接され、取付板61のボルト孔62と
外側フランジ67bのボルト孔68を通る高力ボルト6
4とナット65をトルクレンチで締め付けることによっ
て、柱48に固着される。大梁45のボルト孔63と柱
48のボルト孔68の穿設位置は、上下方向に適宜変更
することができ、これによってパネル式構造階40Aの
床スラブ66の厚さを必要最小限にすることができる。The metal fitting 46 is formed of an angled steel,
The lower flange 44c of the through member 44 faces the horizontal plate portion 46a. The horizontal plate portion 46a and the vertical plate portion 46 of the joint hardware 46
The mounting plate 61 is welded to the inner end surface of the b. Two types of joining hardware 46 are prepared, one having a short length in the inward and outward directions and one having a long length. The mounting plate 6 of the longer joining hardware 46
1 is attached to the web 45a of the girder 29,
The high-strength bolt 64 and the nut 65 that pass through the bolt hole 62 of the web 45a and the bolt hole 63 of the web 45a are fixed to the girder 45 by tightening with a torque wrench. The mounting plate 61 of the shorter metal fitting 46 is attached to the outer flange 48b of the column 48 made of an H-shaped steel, and the high-strength bolt 6 passes through the bolt hole 62 of the mounting plate 61 and the bolt hole 68 of the outer flange 67b.
4 and the nut 65 are fixed to the column 48 by tightening with a torque wrench. The positions of the bolt holes 63 of the girders 45 and the bolt holes 68 of the columns 48 can be appropriately changed in the vertical direction, thereby minimizing the thickness of the floor slab 66 of the panel-type structural floor 40A to a minimum. Can be.
【0020】胴縁49は溝形鋼で構成され、ボルト67
または溶接によって柱48の外側フランジ48bに内側
フランジ49bを固着されている。化粧壁パネル50は
ボルトなどの所定の固着具69によって胴縁49の外側
フランジ48cに固着されている。大梁45の上側フラ
ンジ45bにはデッキプレート47と型枠用金物70が
取り付けられ、コンクリートの打設によって所要厚さの
床スラブ66が形成される。上側の高さ調整用ライナー
51は下面側にカム斜面51aを有し、下側の高さ調整
用ライナー52は上面側にカム斜面52aを有する。そ
のため、高さ調整用ライナー51,52を相対的に内外
水平方向に移動させた後、高力ボルト53とナット71
をトルクレンチで締め付けることによって、通し材44
の高さレベルが一定範囲内で調整される。また、通し材
44の内外水平方向の位置は接合金物46のボルト孔5
4の範囲内において変更できる。水切りプレート55の
上端折り曲げ部は組立パネル17の下部横枠材2に溶接
等によって固着され、水切りプレート55と組立パネル
17の間にはシール材72が挿入されている。水切りプ
レート55の下端部は化粧壁パネル50の上端部前面側
に延長されており、水切りプレート55と化粧壁パネル
50の間にはシール材73が挿入されている。これによ
って雨が化粧壁パネル50の内側空間へ侵入することが
防止される。The body edge 49 is made of channel steel, and the bolt 67
Alternatively, the inner flange 49b is fixed to the outer flange 48b of the column 48 by welding. The decorative wall panel 50 is fixed to the outer flange 48c of the rim 49 by a predetermined fixing tool 69 such as a bolt. A deck plate 47 and a mold metal fitting 70 are attached to the upper flange 45b of the girder 45, and a floor slab 66 having a required thickness is formed by casting concrete. The upper height adjustment liner 51 has a cam slope 51a on the lower surface side, and the lower height adjustment liner 52 has a cam slope 52a on the upper surface side. Therefore, after the height adjustment liners 51 and 52 are relatively moved in the horizontal direction inside and outside, the high-strength bolt 53 and the nut 71 are moved.
By using a torque wrench to
Height level is adjusted within a certain range. The horizontal position of the threading member 44 in the inner and outer directions is the bolt hole 5 of the joint hardware 46.
4 can be changed. The bent upper end portion of the drain plate 55 is fixed to the lower horizontal frame member 2 of the assembly panel 17 by welding or the like, and a seal member 72 is inserted between the drain plate 55 and the assembly panel 17. The lower end of the draining plate 55 extends to the front side of the upper end of the decorative wall panel 50, and a seal member 73 is inserted between the drainer plate 55 and the decorative wall panel 50. This prevents rain from entering the interior space of the decorative wall panel 50.
【0021】図21と図22に示したように、上部通し
材19はリップ19d付きの溝形鋼で構成され、ウェブ
19aは壁部構成パネル17の横幅方向に沿って配置さ
れ、上側フランジ19bが屋根部構成パネル17の外部
横枠材2の下側フランジ2cに添接され、下側フランジ
19cが壁部構成パネル17の上部横枠材2内に固着さ
れたナット付き連結金具21の上面に添接されている。
下側フランジ19cは上部横枠材2のリップ2d,2d
の間に配置されている。ナット付き連結金具21は溝形
鋼を適宜幅寸法に切断して作製されたものであり、連結
金具21はウェブ21aが上部横枠材2のリップ2d,
2dの下面側に添接し、フランジ21b,21cの先端
が上部横枠材2のウェブ2aに当接した状態で上部横枠
材2に溶接されている。ナット22はウェブ21aの下
面側に溶接されている。As shown in FIGS. 21 and 22, the upper threading member 19 is formed of a channel steel with a lip 19d, the web 19a is disposed along the width direction of the wall constituting panel 17, and the upper flange 19b is formed. Is attached to the lower flange 2c of the outer horizontal frame member 2 of the roof component panel 17, and the lower flange 19c is fixed to the upper horizontal frame member 2 of the wall component panel 17. Is attached to
The lower flange 19c is a lip 2d of the upper horizontal frame member 2 and 2d.
It is located between. The connection metal fitting 21 with a nut is formed by cutting a channel steel into an appropriate width, and the connection metal fitting 21 is formed of a web 21a having a lip 2d of the upper horizontal frame material 2,
2d, the flanges 21b, 21c are welded to the upper horizontal frame member 2 in a state where the tips of the flanges 21b, 21c are in contact with the web 2a of the upper horizontal frame member 2. The nut 22 is welded to the lower surface of the web 21a.
【0022】上部通し材19の上側フランジ19bと外
部横枠材2の下側フランジ2cのボルト孔に通された高
力ボルト24には、上部通し材19の上下フランジ19
b,19c間の開口部からナット25が螺合される。ま
た、連結金具21のナット22には前記フランジ19c
のボルト孔から高力ボルト23がねじ込まれる。これら
のボルト・ナットはボルト・ナットはトルクレンチによ
って締付けられ、屋根部構成パネル17と壁部構成パネ
ル17が上部通し材19に接合される。The high-strength bolts 24 passed through the bolt holes in the upper flange 19b of the upper pass-through member 19 and the lower flange 2c of the outer lateral frame member 2 are connected to the upper and lower flanges 19 of the upper pass-through member 19.
The nut 25 is screwed into the opening between the b and 19c. The nut 19 of the connection fitting 21 is attached to the flange 19c.
The high-strength bolt 23 is screwed from the bolt hole. These bolts and nuts are tightened with a torque wrench, and the roof component panel 17 and the wall component panel 17 are joined to the upper pass-through 19.
【0023】[0023]
【発明の効果】 以上のように構成された本発明の接合
構造では、通し材44を鉄骨式構造階40Bの大梁45
に連結するための接合金物46は、H形鋼よりなる大梁
45のウェブ45aに内側端部が固着されるものであ
り、接合金物46が大梁45の上側フランジ45bの上
面空間に突出することがないから、パネル式構造階40
Aの床スラブ66のコンクリート打設に当たってデッキ
プレート47と型枠用金物70の取付け施工が簡単かつ
容易になされる。デッキプレート47や型枠用金物70
の形状が複雑とならず、接合金物との干渉回避用の切欠
部をデッキプレート47や型枠用金物70に設ける必要
がないから、スラブコンクリート打設時のコンクリート
漏れの問題も解消される。また、接合金物46の大梁4
5に対する固着位置を上下方向に変更することによっ
て、床スラブ66の厚さを耐荷重の大きさに見合った適
正厚さに設定することができ、床の経済設計が実現でき
る。According to the joint structure of the present invention configured as described above, the through member 44 is connected to the girder 45 of the steel structure floor 40B.
A metal fitting 46 for connecting to the inner beam is fixed to the web 45a of the girder 45 made of H-section steel at an inner end thereof, and the metal fitting 46 may protrude into the upper surface space of the upper flange 45b of the girder 45. There is no panel-type structural floor 40
At the time of placing the concrete in the floor slab 66 of A, the installation work of the deck plate 47 and the metalwork 70 for the formwork is easily and easily performed. Deck plate 47 and formwork hardware 70
Is not complicated, and it is not necessary to provide notches in the deck plate 47 and the mold metalwork 70 for avoiding interference with the metal joints, so that the problem of concrete leakage at the time of slab concrete casting is also solved. Also, the girders 4 of the joint hardware 46 are used.
The thickness of the floor slab 66 can be set to an appropriate thickness in accordance with the load-bearing capacity by changing the fixing position of the floor slab 5 in the up-down direction, and the floor can be economically designed.
【0024】溝形鋼よりなる通し材44は、ウェブ44
aを建築物の内側に向けて垂直に配置され、上側フラン
ジ44bと下側フランジ44c間の開口部44dを建築
物の外側に向けて開口させたものであり、上側フランジ
44bと組立パネル17のボルト接合、および下側フラ
ンジ44cと接合金物46のボルト接合は、いずれも前
記外向き開口部44dからなされるため、デッキプレー
ト47等の取付け施工をこれらボルト接合とは無関係に
任意の時点で行うことができる。また、通し材44の下
側フランジ44cと接合金物46の外側端部の間に高さ
調整用ライナー51,52を挿入したときには、これら
ライナー51,52を接合用ボルト53で案内させなが
ら内外水平方向に駆動することによって、接合金物46
に対する通し材44の高さ位置を一定範囲内で調整する
ことができるため、大梁45の建方精度が高さ方向にず
れていても、その誤差を的確に吸収することができる。The through member 44 made of a channel steel is formed by a web 44.
a is vertically arranged toward the inside of the building, and an opening 44d between the upper flange 44b and the lower flange 44c is opened toward the outside of the building. The upper flange 44b and the assembly panel 17 Since both the bolt connection and the bolt connection between the lower flange 44c and the connection hardware 46 are performed through the outward opening 44d, the installation of the deck plate 47 and the like is performed at any time regardless of the bolt connection. be able to. When the height adjusting liners 51, 52 are inserted between the lower flange 44 c of the through member 44 and the outer end of the metal joint 46, the liners 51, 52 are guided horizontally by the joint bolts 53 while the liners 51, 52 are being guided horizontally. By driving in the direction shown in FIG.
Can be adjusted within a certain range, even if the construction accuracy of the girder 45 is shifted in the height direction, the error can be accurately absorbed.
【0025】更にまた、接合金物46の外側端部のボル
ト孔54を内外水平方向に長いスロット状に形成したと
きには、ボルト孔54に沿って通し材44を移動させる
ことによって、接合金物46に対する通し材44の水平
位置を一定範囲内で調整することができるため、大梁4
5の建方精度が内外水平方向にずれていても、その誤差
を的確に吸収することができる。通し材44の上側フラ
ンジ44bと下側フランジ44c間の開口部44dを塞
ぐように化粧壁パネル50を配置させ、化粧壁パネル5
0の上端部と通し材44の上側フランジ44b間の隙間
に水切りプレート55を配置したときには、雨の侵入を
確実の防止することができる。Further, when the bolt hole 54 at the outer end of the metal joint 46 is formed in a long slot shape in the inner and outer horizontal directions, the threading member 44 is moved along the bolt hole 54 so as to pass through the metal joint 46. Since the horizontal position of the member 44 can be adjusted within a certain range,
Even if the construction accuracy of 5 is shifted in the horizontal direction inside and outside, the error can be accurately absorbed. The decorative wall panel 50 is disposed so as to close the opening 44d between the upper flange 44b and the lower flange 44c of the threading member 44, and the decorative wall panel 5
When the drain plate 55 is arranged in the gap between the upper end of the zero and the upper flange 44b of the threading member 44, it is possible to reliably prevent rain from entering.
【図1】 本発明の一実施例に係る多層階建築物の斜
視図である。FIG. 1 is a perspective view of a multi-story building according to an embodiment of the present invention.
【図2】 図1の指示円A部の拡大縦断面図である。FIG. 2 is an enlarged vertical sectional view of a pointing circle A portion of FIG.
【図3】 該多層階建築物における柱と大梁と接合金
物と通し材の位置関係を示す平面図である。FIG. 3 is a plan view showing a positional relationship among columns, girders, joint hardware, and threading members in the multi-story building.
【図4】 該多層階建築物に使用した組立パネルの正
面図である。FIG. 4 is a front view of an assembled panel used for the multi-story building.
【図5】 該組立パネルの右側面図である。FIG. 5 is a right side view of the assembly panel.
【図6】 図4の指示円B部の拡大正面図である。FIG. 6 is an enlarged front view of a portion indicated by a circle B in FIG. 4;
【図7】 図6のG−G線断面図である。FIG. 7 is a sectional view taken along line GG of FIG. 6;
【図8】 図6のH−H線断面図である。FIG. 8 is a sectional view taken along line HH of FIG. 6;
【図9】 図4の指示円C部の拡大正面図である。FIG. 9 is an enlarged front view of a pointing circle C portion of FIG. 4;
【図10】 図9のI−I線断面図である。FIG. 10 is a sectional view taken along line II of FIG. 9;
【図11】 図4の指示円D部の拡大正面図である。FIG. 11 is an enlarged front view of a pointing circle D in FIG. 4;
【図12】 図11のJ−J線断面図である。FIG. 12 is a sectional view taken along line JJ of FIG. 11;
【図13】 図11のK−K線断面図である。FIG. 13 is a sectional view taken along the line KK of FIG. 11;
【図14】 図4の指示円E部の拡大正面図である。FIG. 14 is an enlarged front view of a portion indicated by a circle E in FIG. 4;
【図15】 図14のL−L線断面図である。FIG. 15 is a sectional view taken along line LL of FIG. 14;
【図16】 図4の指示円F部の拡大正面図である。FIG. 16 is an enlarged front view of a pointing circle F portion of FIG. 4;
【図17】 図16のM−M線断面図である。FIG. 17 is a sectional view taken along the line MM of FIG. 16;
【図18】 本発明の多層階建築物に使用される別の組
立パネルの一部縦断面図である。FIG. 18 is a partial longitudinal sectional view of another assembled panel used in the multistory building of the present invention.
【図19】 本発明の多層階建築物に使用される更に別
の組立パネルの一部縦断面図である。FIG. 19 is a partial longitudinal sectional view of still another assembled panel used in the multistory building of the present invention.
【図20】 本発明の多層階建築物に使用される更に他
の組立パネルの一部縦断面図である。FIG. 20 is a partial longitudinal sectional view of still another assembled panel used in the multistory building of the present invention.
【図21】 本発明の平屋根型の多層階建築物における
屋根部と壁部パネルの接合部分の正面図である。FIG. 21 is a front view of a joint part between a roof part and a wall part panel in the flat roof type multi-story building of the present invention.
【図22】 図21のN−N線断面図である。本発明の
更に別の実施例に係る建築用パネルの一部縦断面図であ
る。FIG. 22 is a sectional view taken along line NN of FIG. 21. FIG. 7 is a partial vertical cross-sectional view of a building panel according to yet another embodiment of the present invention.
【図23】 従来の多層階建築物におけるパネル式構造
階と鉄骨式構造階の接合構造を示す縦断面図である。FIG. 23 is a longitudinal sectional view showing a joint structure between a panel type structural floor and a steel frame type structural floor in a conventional multi-story building.
1 竪枠材 2 横枠材 3 中間横枠材 4 中間竪枠材 5 接合金具 6 外装材 7 裏打ち材 8 内装材 9 外装材固着用ビス 10 内装材固着用ビス 11 高力ボルト 12 ナット 13 ブレース 14 ブレース取付板 15 中間竪枠材の縦長開口 16 構造骨組の中空部 17 建築用パネル 18 基礎 19 上部通し材 20 下部通し材 21 ナット付き連結金具 22 連結金具のナット 23 高力ボルト 24 高力ボルト 25 ナット 26 高力ボルト 27 アンカーボルト 28 ナット 29 鉄骨式構造階の大梁 30 下部通し材 31 基礎 32 高力ボルト 33 スペーサー 34 結合金具 35 高力ボルト 36 高力ボルト 37 スペーサー 38 断熱材 39A パネル式構造階 39B 鉄骨式構造階 40A パネル式構造階 40B 鉄骨式構造階 41 デッキプレート 42 型枠用金物 43 床スラブ 44 通し材 45 鉄骨式構造階の大梁 46 接合金物 47 デッキプレート 48 鉄骨式構造階の柱 49 胴縁 50 化粧壁パネル 51 高さ調整用ライナー 52 高さ調整用ライナー 53 高力ボルト 54 接合金物のボルト孔 55 水切りプレート 56 高力ボルト 57 スペーサ− 58 高さ調整用ライナーのボルト孔 59 高さ調整用ライナーのボルト孔 60 通し材のボルト孔 61 接合金物の取付板 62 取付板のボルト孔 63 大梁のボルト孔 64 高力ボルト 65 ナット 66 床スラブ 67 固着用ボルト 68 柱のボルト孔 69 固着具 70 型枠用金物 71 ナット 72 シール材 73 シール材 DESCRIPTION OF SYMBOLS 1 Vertical frame material 2 Horizontal frame material 3 Intermediate horizontal frame material 4 Intermediate vertical frame material 5 Joining metal 6 Exterior material 7 Backing material 8 Interior material 9 Exterior material fixing screw 10 Interior material fixing screw 11 High strength bolt 12 Nut 13 Brace Reference Signs List 14 Brace mounting plate 15 Vertical opening of intermediate vertical frame material 16 Hollow portion of structural frame 17 Building panel 18 Foundation 19 Upper pass-through 20 Lower pass-through 21 Nut connection fitting 22 Nut of connection fitting 23 High-strength bolt 24 High-strength bolt Reference Signs List 25 nut 26 high-strength bolt 27 anchor bolt 28 nut 29 girder of steel structure floor 30 lower threading member 31 foundation 32 high-strength bolt 33 spacer 34 coupling bracket 35 high-strength bolt 36 high-strength bolt 37 spacer 38 thermal insulation 39A panel-type structure Floor 39B Steel structure floor 40A Panel structure floor 40B Steel structure floor 41 Deck Rate 42 Hardware for formwork 43 Floor slab 44 Pass-through material 45 Steel beams of steel structure floor 46 Joint hardware 47 Deck plate 48 Column of steel structure floor 49 Body edge 50 Decorative wall panel 51 Height adjustment liner 52 Height adjustment Liner 53 High-strength bolt 54 Bolt hole of joint metal 55 Drain plate 56 High-strength bolt 57 Spacer 58 Bolt hole of height adjustment liner 59 Bolt hole of height adjustment liner 60 Bolt hole of threading material 61 Mounting of joint metal Plate 62 Bolt hole of mounting plate 63 Bolt hole of girders 64 High-strength bolt 65 Nut 66 Floor slab 67 Bolt for fixing 68 Bolt hole of pillar 69 Fixture 70 Metal fitting for formwork 71 Nut 72 Sealing material 73 Sealing material
Claims (4)
立パネルを外周部に配置して構造骨組を構成したパネル
式構造階と、柱・梁によって構造骨組を構成して外周に
化粧壁パネルを配置した鉄骨式構造階との接合に当た
り、パネル式構造階と鉄骨式構造階の間に溝形鋼よりな
る通し材を挿入し、通し材のウェブを建築物の内側に向
けて垂直に配置し、通し材の上側フランジと下側フラン
ジ間の開口部を建築物の外側に向けて開口させ、パネル
式構造階の組立パネルの下端部を通し材の上側フランジ
にボルト接合し、鉄骨式構造階のH形鋼よりなる大梁の
ウェブに接合金物の内側端部を所要の高さレベルにおい
て水平に固着し、接合金物の外側端部に通し材の下側フ
ランジをボルト接合し、大梁の上側フランジにパネル式
構造階の床スラブ打設用のデッキプレートを載せ、鉄骨
式構造階の柱間に架設した胴縁に化粧壁パネルを固着す
ることを特徴とする、多層階建築物におけるパネル式構
造階と鉄骨式構造階の接合構造。1. A panel-type structural floor in which an assembling panel that bears a vertical load and a load in an out-of-plane direction is arranged on an outer peripheral portion to form a structural frame, and a structural frame is formed by columns and beams, and a decorative wall is formed on the outer periphery. At the time of joining with the steel structure floor where the panels are arranged, insert a channel material made of channel steel between the panel structure floor and the steel structure structure floor, and turn the web of the material vertically toward the inside of the building Arrange, open the opening between the upper flange and lower flange of the threading material to the outside of the building, bolt the lower end of the assembly panel of the panel type structural floor to the upper flange of the threading material, steel frame type The inner end of the joint is fixed horizontally to the web of the girder made of H-section steel on the structural floor at the required height level, and the lower flange of the through member is bolted to the outer end of the joint, and the beam Placing a floor slab on the panel type structural floor on the upper flange A joint structure between a panel-type structural floor and a steel-type structural floor in a multi-story building, characterized by mounting a deck plate and fixing a decorative wall panel to a rim of a steel-structured floor.
端部との間に高さ調整用ライナーを挿入し、高さ調整用
ライナーのボルト孔に接合用ボルトを貫通させたことを
特徴とする請求項1に記載の接合構造。2. A height adjusting liner is inserted between a lower flange of a through member and an outer end of a metal joint, and a joining bolt is passed through a bolt hole of the height adjusting liner. The joint structure according to claim 1, wherein
平方向に長いスロット状に形成したことを特徴とする請
求項1または請求項2に記載の接合構造。3. The joint structure according to claim 1, wherein the bolt hole at the outer end of the metal joint is formed in a slot shape extending in the horizontal direction inside and outside.
の開口部を塞ぐように化粧壁パネルを配置させ、化粧壁
パネルの上端部と通し材の上側フランジ間の隙間に水切
りプレートを配置したことを特徴とする請求項1、請求
項2または請求項3に記載の接合構造。4. A decorative wall panel is arranged so as to close an opening between an upper flange and a lower flange of a threading material, and a drain plate is arranged in a gap between an upper end of the decorative wall panel and an upper flange of the threading material. The joint structure according to claim 1, 2 or 3, wherein:
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9228898A JPH11269981A (en) | 1998-03-20 | 1998-03-20 | Connecting structure between panel type structural floor and steel structural floor in multi-storied building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9228898A JPH11269981A (en) | 1998-03-20 | 1998-03-20 | Connecting structure between panel type structural floor and steel structural floor in multi-storied building |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH11269981A true JPH11269981A (en) | 1999-10-05 |
Family
ID=14050233
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP9228898A Withdrawn JPH11269981A (en) | 1998-03-20 | 1998-03-20 | Connecting structure between panel type structural floor and steel structural floor in multi-storied building |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH11269981A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2005207217A (en) * | 2003-12-26 | 2005-08-04 | Kazumine Maeda | Steel house |
CN103276801A (en) * | 2013-05-29 | 2013-09-04 | 北京工业大学 | Assembly-type multi-storey steel special-shaped column framework-prestressed center supporting system |
JP2016153597A (en) * | 2016-03-24 | 2016-08-25 | 憲尚 岡本 | Steel material joint structure |
CN106759885A (en) * | 2016-12-05 | 2017-05-31 | 西南科技大学 | Cold formed steel structure house inner wall structural system |
-
1998
- 1998-03-20 JP JP9228898A patent/JPH11269981A/en not_active Withdrawn
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2005207217A (en) * | 2003-12-26 | 2005-08-04 | Kazumine Maeda | Steel house |
JP4651976B2 (en) * | 2003-12-26 | 2011-03-16 | 一峯 前田 | Steel house |
CN103276801A (en) * | 2013-05-29 | 2013-09-04 | 北京工业大学 | Assembly-type multi-storey steel special-shaped column framework-prestressed center supporting system |
CN103276801B (en) * | 2013-05-29 | 2016-01-20 | 北京工业大学 | A kind of assembling many Tall Steels shaped pile frame-prestressing force center support system |
JP2016153597A (en) * | 2016-03-24 | 2016-08-25 | 憲尚 岡本 | Steel material joint structure |
CN106759885A (en) * | 2016-12-05 | 2017-05-31 | 西南科技大学 | Cold formed steel structure house inner wall structural system |
CN106759885B (en) * | 2016-12-05 | 2019-01-29 | 西南科技大学 | Cold formed steel structure house inner wall structural system |
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Legal Events
Date | Code | Title | Description |
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A300 | Withdrawal of application because of no request for examination |
Free format text: JAPANESE INTERMEDIATE CODE: A300 Effective date: 20050607 |