JPS6336082Y2 - - Google Patents
Info
- Publication number
- JPS6336082Y2 JPS6336082Y2 JP9396882U JP9396882U JPS6336082Y2 JP S6336082 Y2 JPS6336082 Y2 JP S6336082Y2 JP 9396882 U JP9396882 U JP 9396882U JP 9396882 U JP9396882 U JP 9396882U JP S6336082 Y2 JPS6336082 Y2 JP S6336082Y2
- Authority
- JP
- Japan
- Prior art keywords
- bracket
- wallboard
- wall
- attached
- framework
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
Landscapes
- Building Environments (AREA)
Description
【考案の詳細な説明】
この考案はPC壁板取付構造に関し、その構造
的性質を充分に発揮しかつ遮音・耐火性にきわめ
てすぐれている。[Detailed description of the invention] This invention relates to a PC wall plate mounting structure that fully demonstrates its structural properties and has excellent sound insulation and fire resistance.
一般に構造物を建築する場合、その軸組を鉄骨
鉄筋コンクリートより構成し、壁を鉄筋コンクリ
ートより構成すると、鉄筋コンクリートよりなる
壁は強度に比べて初期剛性がきわめて高くかつ変
形能力が小さいため鉄骨鉄筋コンクリートよりな
る軸組の変形に追従しきれないで脆性破壊するこ
とが知られている。このため最近ではこの種の問
題を解決するため壁に複数本のスリツトをいれる
ことにより、壁部分の必要以上に高い剛性を低く
押え、かつ壁部分にある程度の変形能力を与えた
スリツト壁が実施されている。ところで、この種
のスリツト壁の施工に際しては、スリツト壁の構
造的性質上その上下縁端部は軸組に剛に接合し、
左右縁端部はフリーに接合する必要がある。 Generally, when building a structure, if the framework is made of steel-framed reinforced concrete and the walls are made of reinforced concrete, the walls made of reinforced concrete have extremely high initial rigidity and low deformation capacity compared to the strength, so the shafts are made of steel-framed reinforced concrete. It is known that brittle fracture occurs due to the inability to follow the deformation of the set. Recently, in order to solve this kind of problem, slit walls have been implemented, which suppress the unnecessarily high rigidity of the wall part by inserting multiple slits into the wall, and give the wall part a certain degree of deformation ability. has been done. By the way, when constructing this type of slit wall, due to the structural properties of the slit wall, the upper and lower edges are rigidly connected to the framework.
The left and right edges must be joined freely.
この考案は前記事情に鑑みて提案されたもの
で、遮音・耐火性にきわめてすぐれかつ構造的性
質を充分に発揮し得るPC壁板取付構造を提供す
ることを目的とする。 This invention was proposed in view of the above circumstances, and the purpose is to provide a PC wall board mounting structure that has excellent sound insulation and fire resistance, and can fully demonstrate its structural properties.
この考案に係るPC壁板取付構造では鉄骨鉄筋
コンクリートよりなる構造物の軸組内に取付けら
れるPC壁板の上下縁端部にはブラケツトが取付
けられ、このブラケツトは前記軸組の梁鉄骨にボ
ルト・ナツトで固着され、前記PC壁板の左右縁
端部は軸組の柱と嵌合状態にあるとともに前記柱
とPC壁板間にはクツシヨン材が介在され、かつ
シール材が充填されている。 In the PC wall board mounting structure according to this invention, brackets are attached to the upper and lower edges of the PC wall board that is installed within the frame of a structure made of steel-framed reinforced concrete, and these brackets are attached to the beam steel frame of the frame with bolts. The left and right edges of the PC wall board are fixed with nuts, and the left and right edges of the PC wall board are fitted with the pillars of the framework, and a cushion material is interposed between the pillar and the PC wall board, and a sealing material is filled.
そして、この考案によればPC壁板と軸組との
剛接合が可能となり、PC壁板がスリツト壁であ
る場合スリツト壁の構造的特性を充分に発揮させ
ることができる。また、PC壁板の上下縁端部は
現場打ちコンクリートによる上下梁との一体化が
可能となり、かつ前記PC壁板の左右縁端部は前
記軸組の柱と嵌合状態にあるとともに前記柱と
PC壁板との間隔部にはシール材が充填してある
ので遮音・耐火性のうえで大いに期待できる。 According to this invention, it is possible to rigidly connect the PC wall plate and the frame, and when the PC wall plate is a slit wall, the structural characteristics of the slit wall can be fully exhibited. In addition, the upper and lower edges of the PC wall board can be integrated with the upper and lower beams made of cast-in-place concrete, and the left and right edges of the PC wall board are fitted with the pillars of the framework, and the pillars and
The space between the PC wall board and the wall board is filled with sealing material, so it has great sound insulation and fire resistance properties.
以下、この考案を図示する一実施例によつて説
明すると、スリツト壁1は鉄筋コンクリートをも
つて成形され、その上下縁端部にはブラケツト
2,3がそれぞれ取付けられている。 The present invention will now be described with reference to an illustrated embodiment. A slit wall 1 is formed of reinforced concrete, and brackets 2 and 3 are attached to its upper and lower edges, respectively.
上縁端部のブラケツト2は垂直フランジ2aと
水平フランジ2bとから断面略T字形に形成さ
れ、水平フランジ2bの左右端部にはボルト孔
4,4が穿設されている。そして、ブラケツト2
はスリツト壁1内に配筋された鉄筋5に垂直フラ
ンジ2aを溶着することによりスリツト壁1の上
縁端部にその幅方向に一定間隔おきに取付けられ
ている。 The bracket 2 at the upper edge is formed into a substantially T-shaped cross section by a vertical flange 2a and a horizontal flange 2b, and bolt holes 4 are bored at the left and right ends of the horizontal flange 2b. And bracket 2
are attached to the upper edge of the slit wall 1 at regular intervals in the width direction by welding vertical flanges 2a to reinforcing bars 5 arranged within the slit wall 1.
下縁端部の棒状ブラケツト3はスリツト壁1内
の鉄筋5に溶着することによりスリツト壁1の下
縁端部にその幅方向に一定間隔おきに取付けら
れ、その突出部分にはボルト孔4,4が形成され
ている。 The rod-shaped brackets 3 at the lower edge end are attached to the lower edge end of the slit wall 1 at regular intervals in the width direction by welding to the reinforcing bars 5 in the slit wall 1, and the protruding portions have bolt holes 4, 4 is formed.
このように成形されたスリツト壁1は鉄骨鉄筋
コンクリートよりなる軸組内に設置し、ブラケツ
ト2の水平フランジ2bを直上階梁6の鉄骨7の
下面に、ブラケツト3の突出部分を直下階梁8の
鉄骨7の上面に突設したブラケツト9側面にそれ
ぞれ添わせ、水平フランジ2bのボルト孔4,4
とこれに対向させて鉄骨7に穿設したボルト孔
4,4およびブラケツト3のボルト孔4,4とこ
れに対向させてブラケツト9に穿設したボルト孔
4,4にハイテンシヨンボルト等のボルトナツト
10,10をそれぞれ装着することにより鉄骨7
とブラケツト2およびブラケツト9とブラケツト
3とをそれぞれ締着する。そして、スリツト壁1
の上下縁端部は直上階梁6および直下階梁8部分
にコンクリートを打設することによつて梁6およ
び8と一体になる。なお、必要があればブラケツ
ト2と鉄骨7およびブラケツト3と鉄骨7とを溶
接してもよい。 The slit wall 1 formed in this way is installed in a frame made of steel reinforced concrete, and the horizontal flange 2b of the bracket 2 is placed on the lower surface of the steel frame 7 of the story beam 6 directly above it, and the protruding part of the bracket 3 is placed on the bottom surface of the steel frame 7 of the story beam 8 directly below it. The bolt holes 4, 4 of the horizontal flange 2b are attached to the sides of the brackets 9 protruding from the upper surface of the steel frame 7, respectively.
Bolt holes 4, 4 drilled in the steel frame 7 facing this, bolt holes 4, 4 in the bracket 3, bolt holes 4, 4 drilled in the bracket 9 facing this, bolts and nuts such as high tension bolts. By installing 10 and 10 respectively, the steel frame 7
and bracket 2, bracket 9, and bracket 3, respectively. And slit wall 1
The upper and lower edges of the floor are integrated with the beams 6 and 8 by pouring concrete into the portions of the floor beam 6 immediately above and the beam 8 immediately below. Incidentally, if necessary, the bracket 2 and the steel frame 7 and the bracket 3 and the steel frame 7 may be welded.
また、スリツト壁1の左右縁端部は左右柱1
1,11の側面にその長手方向に連続して形成さ
れた凹溝条12,12と嵌合状態にあり、この凹
溝条12の両側面とスリツト壁1との間隔部には
シール材13が充填され、かつスリツト壁1の縁
端面と凹溝条12底面との間に石綿スレート等を
二枚合せにしたクツシヨン材14が介在され、ス
リツト壁1と柱11間の遮音性並びに耐火性が保
持されている。 In addition, the left and right edges of the slit wall 1 are the left and right pillars 1.
The grooves 12 and 12 are formed continuously in the longitudinal direction on the side surfaces of the grooves 1 and 11, and a sealing material 13 is fitted in the space between the side surfaces of the grooves 12 and the slit wall 1. A cushion material 14 made of two sheets of asbestos slate or the like is interposed between the edge surface of the slit wall 1 and the bottom surface of the concave groove 12 to provide sound insulation and fire resistance between the slit wall 1 and the column 11. is retained.
なお、スリツト壁1と左右柱11,11とを嵌
合状態にするには、スリツト壁1を直上階梁6お
よび直下階梁8の鉄骨7に取付けた後、スリツト
壁1の左右縁端部にクツシヨン材14,14を取
付け、左右柱11,11を型枠を組立て、かつ前
記型枠内にコンクリートを充填することによつて
おこない、シール材13は柱11の型枠を脱型し
た後充填する。 In order to make the slit wall 1 and the left and right columns 11, 11 fit together, after attaching the slit wall 1 to the steel frames 7 of the floor beam 6 directly above and the beam 8 directly below, the right and left edges of the slit wall 1 are This is done by attaching cushion materials 14, 14 to the left and right columns 11, 11, assembling formwork for the left and right columns 11, and filling the said formwork with concrete. Fill.
この考案は以上の構成からなり、柱と壁とはそ
の嵌合部にクツシヨン材が介在されているから遮
音・耐火性にきわめてすぐれかつPC壁板をスリ
ツト壁とした場合、その構造的特性を充分に発揮
させることができる。また、PC壁板は上方を上
端縁部ブラケツトの水平フランジをボルトにより
鉄骨に確実に締結することができ、また下方をフ
ランジの製作誤差があつても下縁端部ブラケツト
のボルト孔間隙で補正しボルトにより容易に締結
することができるから、施工もきわめて簡単であ
る。 This idea consists of the above-mentioned structure, and since a cushion material is interposed between the column and the wall where they fit together, it has excellent sound insulation and fire resistance, and when the PC wall board is used as a slit wall, its structural characteristics are It can be fully demonstrated. In addition, the horizontal flange of the upper edge bracket of the PC wall plate can be securely fastened to the steel frame using bolts, and any manufacturing errors in the lower flange can be corrected by the bolt hole gaps of the lower edge bracket. Since it can be easily fastened with bolts, construction is extremely simple.
第1図〜第3図はスリツト壁の取付状態を示し
たもので、第1図は鉄骨鉄筋コンクリートよりな
る軸組の断面図、第2図は第1図におけるA−A
線断面図、第3図は同じく第1図における取付部
の拡大断面図、第4図はスリツト壁取付状態の従
来例を示したもので鉄骨よりなる軸組の断面図で
ある。
1……スリツト壁、2,3……ブラケツト、2
a……垂直フランジ、2b……水平フランジ、4
……ボルト孔、5……鉄筋、6……直上階梁、7
……鉄骨、8……直下階梁、9……ブラケツト、
10……ボルト・ナツト、11……柱、12……
凹溝条、13……シール材、14……クツシヨン
材。
Figures 1 to 3 show how the slit wall is installed. Figure 1 is a cross-sectional view of a frame made of steel-framed reinforced concrete, and Figure 2 is a cross-sectional view taken along A-A in Figure 1.
3 is an enlarged sectional view of the mounting portion in FIG. 1, and FIG. 4 is a sectional view of a frame made of a steel frame, showing a conventional example of a slit wall mounted state. 1...Slit wall, 2, 3...Bracket, 2
a...Vertical flange, 2b...Horizontal flange, 4
... Bolt hole, 5 ... Reinforcing bar, 6 ... Directly above floor beam, 7
...Steel frame, 8...Directly below floor beam, 9...Bracket,
10...Boruto Natsuto, 11...Pillar, 12...
Concave groove strip, 13...Sealing material, 14...Cushion material.
Claims (1)
にPC壁板を取付けるPC壁板取付構造であり、前
記PC壁板の上縁端部に断面略T字形のブラケツ
トが取付けてあり、下縁端部に棒状のブラケツト
が取付けてあるとともに前記上下ブラケツトは、
前記軸組の上下梁鉄骨にボルト・ナツトで固着し
てあり、かつ前記PC壁板の左右縁端部は前記軸
組の柱の長手方向に形成された嵌合凹溝条にシー
ル材が充填されて嵌合され、かつ凹溝条の底面と
PC壁板の縁端面との間にクツシヨン材を介在し
てあることを特徴とするPC壁板取付構造。 This is a PC wallboard mounting structure in which a PC wallboard is installed within the framework of a structure made of steel-framed reinforced concrete, and a bracket with a roughly T-shaped cross section is attached to the upper edge of the PC wallboard, and a bracket is attached to the lower edge of the PC wallboard. A rod-shaped bracket is attached, and the upper and lower brackets are
It is fixed to the upper and lower beam steel frames of the framework with bolts and nuts, and the left and right edges of the PC wall plate are filled with a sealing material in fitting grooves formed in the longitudinal direction of the columns of the framework. and the bottom surface of the concave groove.
A PC wallboard mounting structure characterized in that a cushion material is interposed between the edge surface of the PC wallboard.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9396882U JPS58195701U (en) | 1982-06-23 | 1982-06-23 | PC wall plate mounting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9396882U JPS58195701U (en) | 1982-06-23 | 1982-06-23 | PC wall plate mounting structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS58195701U JPS58195701U (en) | 1983-12-26 |
| JPS6336082Y2 true JPS6336082Y2 (en) | 1988-09-26 |
Family
ID=30225171
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9396882U Granted JPS58195701U (en) | 1982-06-23 | 1982-06-23 | PC wall plate mounting structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS58195701U (en) |
-
1982
- 1982-06-23 JP JP9396882U patent/JPS58195701U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS58195701U (en) | 1983-12-26 |
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