JP2588143Y2 - Pca version fastener - Google Patents

Pca version fastener

Info

Publication number
JP2588143Y2
JP2588143Y2 JP1992038970U JP3897092U JP2588143Y2 JP 2588143 Y2 JP2588143 Y2 JP 2588143Y2 JP 1992038970 U JP1992038970 U JP 1992038970U JP 3897092 U JP3897092 U JP 3897092U JP 2588143 Y2 JP2588143 Y2 JP 2588143Y2
Authority
JP
Japan
Prior art keywords
mounting
pca
hole
piece
upright piece
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 - Fee Related
Application number
JP1992038970U
Other languages
Japanese (ja)
Other versions
JPH0592306U (en
Inventor
裕一 小塚
一博 井ノ上
修 石井
秀雄 佐藤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Takenaka Corp
Original Assignee
Takenaka Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Takenaka Corp filed Critical Takenaka Corp
Priority to JP1992038970U priority Critical patent/JP2588143Y2/en
Publication of JPH0592306U publication Critical patent/JPH0592306U/en
Application granted granted Critical
Publication of JP2588143Y2 publication Critical patent/JP2588143Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】本発明は、建物の外壁を構成する
Pca版(プレキャストコンクリート版)を大梁鉄骨に
接合させるPca版ファスナーに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a Pca plate fastener for joining a Pca plate (precast concrete plate) constituting an outer wall of a building to a steel girder.

【0002】[0002]

【従来の技術】この種のファスナーには、多くの種類が
あり、機能面から分類すると、自重受け用と面外荷重受
け用に大別される。これらのファスナーは、適宜に組み
合わされて使用されるが、例えば、図12乃至図14に
示すように、Pca版のコーナー部乃至その近傍におい
て、それぞれ一つの自重受け用と二つの面外荷重受け用
とが使用される。すなわち、図12乃至図14におい
て、1は、下階のPca版、2は、該Pca版の直上の
上階のPca版、3は、これらのPca版を接合する大
梁鉄骨、4は、下階のPca版の上部に植設した自重受
け用ファスナー、5は、下階のPca版の上部にてその
自重受け用ファスナーの一側に隣接させて設けた面外荷
重受け用の一方のファスナー、6は、上階のPca版の
下部にてその自重受け用ファスナーの他側に隣接させて
設けた面外荷重受け用の他方のファスナー、7は、大梁
鉄骨に接合した補助プレートである。自重受けファスナ
ー4は、Pca版1から内側へと突出する突出端に、調
整用ボルト8を鉛直方向に貫通螺装し、該調整用ボルト
を大梁鉄骨3に接合した補助プレート7に載せている。
面外荷重受け用の双方のファスナー5,6は、L字金物
であり、一方のファスナー5は、その大梁鉄骨3乃至補
助プレート7の上に直接固定し、他方のファスナー6
は、高さ調整用の台座9を介して大梁鉄骨3上に固定
し、下階のPca版1の上部に植設したボルト10と上階
のPca版2の下部に植設したボルト11とを連係させて
いる。
2. Description of the Related Art There are many types of fasteners of this type, and when categorized in terms of function, they are roughly classified into those for receiving their own weight and those for receiving out-of-plane loads. These fasteners are used in an appropriate combination. For example, as shown in FIGS. 12 to 14, at the corner of the Pca plate or in the vicinity thereof, one for own weight receiving and two out-of-plane load receiving are respectively provided. Is used. 12 to 14, 1 is a Pca plate on the lower floor, 2 is a Pca plate on the upper floor immediately above the Pca plate, 3 is a girder steel beam connecting these Pca plates, and 4 is a lower beam. A self-weight receiving fastener planted above the Pca version of the floor is one of the out-of-plane load receiving fasteners provided adjacent to one side of the self-weight receiving fastener above the lower Pca version. , 6 is the other fastener for receiving an out-of-plane load provided adjacent to the other side of the fastener for receiving its own weight at the lower part of the Pca plate on the upper floor, and 7 is an auxiliary plate joined to the girder steel frame. The self-weight receiving fastener 4 has an adjusting bolt 8 vertically threaded at a protruding end projecting inward from the Pca plate 1, and is mounted on an auxiliary plate 7 joined to the girder steel frame 3. .
The two fasteners 5 and 6 for receiving the out-of-plane load are L-shaped hardware, and one fastener 5 is directly fixed on the girders 3 to the auxiliary plate 7 and the other fastener 6 is used.
A bolt 10 fixed on the girder steel frame 3 via a pedestal 9 for height adjustment and planted above the Pca plate 1 on the lower floor and a bolt 11 planted below the Pca plate 2 on the upper floor. Is linked.

【0003】[0003]

【考案が解決しようとする課題】このように、従来のも
のでは、各部でそれぞれ2個の面外荷重受け用のファス
ナーを必要とするため、平面的に多くのスペースを要
し、しかも、高さ調整用の台座を要する等、構造が複雑
になり、工場生産にも現場組立てにも多くの手数がかか
り、工期が長くなり、コストが高くなるという問題点が
あった。本発明は、斯る問題点を解決しようとするもの
である。
As described above, in the prior art, each part requires two fasteners for receiving the out-of-plane load, so that a large amount of space is required in a plane, and the height is high. There is a problem that the structure becomes complicated, such as the need for a pedestal for adjustment, and that many steps are required for both factory production and on-site assembling, that the construction period is lengthened and the cost is increased. The present invention seeks to solve such a problem.

【0004】[0004]

【課題を解決するための手段】上記目的達成のため、請
求項1の考案は、大梁鉄骨3上に固定する水平の基板2
1の先端から、下半が下階のPca版に上部に対応し、
上半が上階のPca版の下部に対応する所要長さの起立
片22を直立させて、縦断面L字状に形成するととも
に、その基板21乃至起立片22に適所にてリブ23を
設け、また、その起立片22の下半部に取付け用透孔2
4を、かつ、起立片22の上半部に取付け用切欠25を
形成し、更に、その起立片22の下半部の背後にコンク
リート阻止用のカバー32を着脱自在に装備させたこと
を特徴とする。
In order to achieve the above object, the invention of claim 1 is directed to a horizontal substrate 2 fixed on a girder steel frame 3.
From the top of 1, the lower half corresponds to the upper Pca version on the lower floor,
An upright piece 22 of a required length corresponding to the lower part of the Pca plate on the upper floor is made upright to form an L-shaped vertical section, and a rib 23 is provided on the substrate 21 to the upright piece 22 at an appropriate position. The mounting hole 2 is formed in the lower half of the standing piece 22.
4 and a mounting notch 25 is formed in the upper half of the standing piece 22, and a concrete blocking cover 32 is detachably provided behind the lower half of the rising piece 22. And

【0005】請求項2の考案は、大梁鉄骨3上に固定す
る水平の基板21の先端から、下半が下階のPca版の上
部に対応し、上半が上階のPca版の下部に対応する所
要長さの起立片22を直立させて、縦断面L字状に形成す
るとともに、その基版21乃至起立片22に適所にてリブ23
を設け、また、その起立片22の下半部に所要最大の取付
け用透孔24を、かつ、起立片22の上半部に所要最大の取
付け用切欠25を形成し、その所要最大の取付け用透孔24
と所要最大の取付け用切欠25とにそれぞれ所要小形態の
取付け用透孔34,35を有する取付け用ピース36,37を着
脱自在に装備させたことを特徴とする。
According to the invention of claim 2, the lower half corresponds to the upper part of the Pca plate on the lower floor, and the upper half corresponds to the lower part of the Pca plate on the upper floor from the tip of the horizontal substrate 21 fixed on the steel girder 3. The corresponding required length of the upright piece 22 is erected to form an L-shaped vertical section, and the base plate 21 to the upright piece 22 are provided with ribs 23 in place.
In addition, a required maximum mounting through-hole 24 is formed in the lower half of the upright piece 22, and a required maximum mounting notch 25 is formed in the upper half of the upright piece 22. Through hole 24
The mounting pieces 36 and 37 having mounting holes 34 and 35 of a required small form are detachably provided in the mounting notch 25 and the required maximum mounting notch 25, respectively.

【0006】また、請求項3の考案は、請求項2のPc
a版ファスナーにあって、更に、上記起立片22の下半
部の背後にコンクリート阻止用のカバー32を着脱自在
に装備させて成る。
Further, the invention of claim 3 is based on Pc of claim 2.
In the a-type fastener, a cover 32 for preventing concrete is detachably provided behind the lower half of the upright piece 22.

【0007】[0007]

【作用】請求項1のPca版ファスナーは、基板21に
て大梁鉄骨3上に固定し、起立片22の下半部の取付け
用透孔24には、これに対応させて下階のPca版1の
上部に植設したボルト10を挿通させ、また、起立片2
2の上半部の取付け用切欠25には、これに対応させて
上階のPca版2の下部に植設したボルト11を挿通さ
せ、これらのボルトにステンレス片、テフロンシート等
の滑り部材38及び座金26を嵌め、ナット27を螺合
締付けして、前者は上下可動関係に、また、後者は上下
左右可動関係に連係させる。これにより、一体にて従来
の二つの面外荷重受け用のファスナーとしての機能を発
揮し、従来の台座の省略を可能にする。なお、自重受け
用ファスナーについては、従来のもの、例えば、図12
乃至図14に示す自重受け用ファスナー4を使用すれば
よい。そして、コンクリート阻止用のカバー32は、起
立片22の下半部の背後に装着することにより、打設し
たスラブコンクリート33の流入を阻止して、装着した
下階のPca版1の上部のボルト10とこれに係わる座
金26及びナット27等の可動空間を確保する。なお、
上階Pca版2の下部のボルト11については、一般に
スラブコンクリート33の床レベルが下方に位置するた
め、カバーは不要である。しかし、必要であればカバー
32の上端を上方へと伸長させればよい。
The Pca plate fastener according to the first aspect is fixed on the girder steel frame 3 by the base plate 21, and the lower through-hole mounting hole 24 in the lower half of the standing piece 22 is adapted to correspond to this. The bolt 10 implanted in the upper part of the
The bolts 11 planted in the lower part of the Pca plate 2 on the upper floor are inserted into the mounting notches 25 in the upper half of the sliding member 38 such as stainless steel pieces and Teflon sheets. Then, the washer 26 is fitted and the nut 27 is screwed and tightened, so that the former is linked to the up and down movable relationship, and the latter is linked to the up and down and left and right movable relationship. Thereby, the function as a fastener for receiving two conventional out-of-plane loads is exerted as a unit, and the conventional pedestal can be omitted. The fastener for receiving its own weight is a conventional fastener, for example, as shown in FIG.
It is sufficient to use the fastener 4 for receiving its own weight shown in FIG. The cover 32 for blocking concrete is mounted behind the lower half of the upright piece 22 to prevent the poured slab concrete 33 from flowing in and the bolts on the upper part of the Pca slab 1 on the lower floor are mounted. 10 and the movable space for the washer 26 and the nut 27 related thereto are secured. In addition,
The bolt 11 at the lower part of the upper floor Pca plate 2 does not need a cover because the floor level of the slab concrete 33 is generally located below. However, if necessary, the upper end of the cover 32 may be extended upward.

【0008】請求項2の面外荷重受け用のファスナー
は、上述の請求項1の如き使用の他、その所要最大の取
付け用透孔24と所要最大の取付け用切欠25とに対応させ
て、あらかじめ各種の形態、大きさの取付け用透孔34,
35を有する複数種類の取付け用ピース取付け用ピース3
6,37を用意しておき、下階のPca版1の上部に植設
したボルト10と上階のPca版2の下部に植設したボル
ト11との各々の径等に適合した取付け用ピース36,37を
選択して、その取付け用透孔24、取付け用切欠25に装着
して使用する。これにより、形態、寸法の自在性を保有
する。
The fastener for receiving an out-of-plane load according to claim 2 is used in accordance with the above-mentioned claim 1, and in addition to the required maximum mounting through-hole 24 and the required maximum mounting notch 25, Mounting holes 34 of various shapes and sizes
Multiple types of mounting pieces with 35 Mounting pieces 3
6 and 37 are prepared, and a mounting piece suitable for each diameter of the bolt 10 planted on the upper part of the Pca plate 1 on the lower floor and the bolt 11 planted on the lower part of the Pca plate 2 on the upper floor. 36 and 37 are selected and used by attaching them to the mounting through holes 24 and the mounting notches 25. Thereby, flexibility in form and dimensions is maintained.

【0009】また、請求項3のコンクリート阻止用のカ
バー32は、請求項1の場合と同様にして、装着した下
階のPca版1の上部のボルト10とこれに係わる座金
26及びナット27等の可動空間を確保する。なお、こ
の場合の上階Pca版2の下部のボルト11について
も、請求項1の場合と同様、一般的にはカバーは不要で
あり、必要であればカバー32の上端を上方へと伸長さ
せればよい。
Further, in the same manner as in the case of the first aspect, the concrete blocking cover 32 of the third aspect is provided with the bolt 10 on the upper part of the Pca plate 1 on the lower floor and the washer 26 and the nut 27 related thereto. Secure the movable space of. In this case, the cover 11 is not generally required for the bolt 11 at the lower part of the upper floor Pca plate 2, as in the case of claim 1. If necessary, the upper end of the cover 32 is extended upward. Just do it.

【0010】[0010]

【実施例】図1乃至図6は、請求項1及び請求項3のに
係る実施例を示している。図示の面外荷重受け用のファ
スナーは、球状黒鉛鋳鉄(ダクタイル)により一体に鋳
造して成り、大梁鉄骨3乃至これに付設した補助プレー
ト7上に固定する平面形状長方形の水平の基板21の先端
から、下半が下階のPca版の上部に対応し、上半が上
階のPca版の下部に対応する正面形状長方形の適宜長
さの起立片22を直立させて、縦断面L字状に形成すると
ともに、その基版21乃至起立片22の両側縁にそれぞれリ
ブ23を設け、また、その起立片22の下半部に上下方向の
長孔たる取付け用透孔24を、かつ、起立片22の上半部に
上端開放の大きな長方形の取付け用切欠25を形成してい
る。更に、上記起立片22の下半部の背後にコンクリート
阻止用のカバー32を着脱自在に装備させており、該カバ
ー32は、上記両側のリブ23の起立片下半部に相当する部
分に適合させて、起立片下半部に装着した下階のPca
版1の上部のボルト10とこれに係わる座金26及びナット
27の可動空間を確保し得るよう所要形態(図6)に形成
し、また、上記両側のリブ23の起立片下半部に相当する
部分の側面適所に、複数の係合突子39を配し、これらに
対応させて、カバー32の両側壁内面の適所に複数の係合
凹部40を配して、カバー32の嵌着に伴い両者を係合させ
るようにしている。而して、基板21には、前後左右に四
つの長孔28を配し、これらの長孔に対応させて、H形鋼
による大梁鉄骨3の上フランジの適所に適数の透孔41を
穿設し、これらの透孔にそれぞれ下から高力ボルトボル
ト29を挿通させて起立させ、これらの高力ボルトにそれ
らの長孔28を遊嵌させ、座金30を嵌め、ナット31を螺合
させて、位置調整後十分に締め付けて固定する。なお、
高力ボルトボルト29、透孔41に代えスタッドボルトを用
いてもよい。使用状態等については、「作用」の項に記
載する通りである。
1 to 6 show an embodiment according to the first and third aspects of the present invention. The illustrated fastener for receiving an out-of-plane load is integrally cast from spheroidal graphite cast iron (ductile), and has the tip of a flat rectangular horizontal substrate 21 fixed on the girders 3 to the auxiliary plate 7 attached thereto. The upper half corresponds to the upper part of the Pca version on the lower floor, and the upper half corresponds to the lower part of the Pca version on the upper floor. And ribs 23 are provided on both side edges of the base plate 21 to the upright piece 22, and a mounting through hole 24, which is an elongated hole in the vertical direction, is provided in the lower half of the upright piece 22. A large rectangular mounting notch 25 with an open upper end is formed in the upper half of the piece 22. Further, a cover 32 for preventing concrete is detachably provided behind the lower half of the upright piece 22. The cover 32 is adapted to a portion corresponding to the lower half of the upright piece of the ribs 23 on both sides. Then, Pca on the lower floor attached to the lower half of the standing piece
Bolt 10 at the top of plate 1 and its associated washer 26 and nut
27 are formed in a required form (FIG. 6) so as to secure the movable space, and a plurality of engaging projections 39 are arranged at appropriate positions on the side surfaces of the ribs 23 on both sides corresponding to the lower half of the standing piece. In response to this, a plurality of engaging recesses 40 are arranged at appropriate positions on the inner surfaces of both side walls of the cover 32 so that they are engaged with each other as the cover 32 is fitted. Thus, the substrate 21 is provided with four long holes 28 in the front, rear, left and right directions, and in accordance with these long holes, an appropriate number of through-holes 41 are provided at appropriate places on the upper flange of the steel beam 3 made of H-section steel. The high-strength bolts 29 are inserted into the through holes from below, and the bolts 29 are raised.Then, the long holes 28 are loosely fitted to these high-strength bolts, the washers 30 are fitted, and the nuts 31 are screwed. After adjusting the position, tighten and fix it sufficiently. In addition,
A stud bolt may be used instead of the high-strength bolt 29 and the through hole 41. The usage state and the like are as described in the section of “action”.

【0011】図7乃至図9は、請求項2に係る実施例を
示している。この場合、前例のものにおいて、その起立
片22の下半部に所要最大の取付け用透孔24を、かつ、起
立片22の上半部に所要最大の取付け用切欠25を形成し、
その所要最大の取付け用透孔24と所要最大の取付け用切
欠25とにそれぞれ所要小形態の取付け用透孔34,35を有
する取付け用ピース36,37を着脱自在に装備させてい
る。上記所要最大の取付け用透孔24と所要最大の取付け
用切欠25との内面は、ややテーパに形成し、各取付け用
ピース36,37には、その取付け用透孔24と取付け用切欠
25との縁部に当接させるリング42,43を設け、これらの
リングから取付け用透孔24と取付け用切欠25との内側に
嵌める嵌合部44,45を突設し、各嵌合部の内側にそれぞ
れ所要小形態の取付け用透孔34,35を穿設している。な
お、リング42,43の表面に、あらかじめステンレス片、
テフロンシート等の滑り部材を付設しておくとよい。起
立片下半部の取付け用透孔24に嵌める取付け用ピース36
に穿設する取付け用透孔34は、もとの取付け用透孔24と
相似形の上下方向の長孔に形成し(図9)、起立片上半
部の取付け用切欠25に嵌める取付け用ピース37に穿設す
る取付け用透孔35は、使用目的に応じ、もとの取付け用
切欠25と相似形の長方形に形成する(図10)か又は上
下方向の長孔に形成する(図11)。使用状態等につい
ては、「作用」の項に記載する通りである。
FIGS. 7 to 9 show an embodiment according to the second aspect. In this case, in the previous example, the required maximum mounting through hole 24 in the lower half of the upright piece 22, and the required maximum mounting notch 25 in the upper half of the upright piece 22,
Mounting pieces 36 and 37 having mounting holes 34 and 35 of a required small form are detachably provided in the required maximum mounting through hole 24 and the required maximum mounting notch 25, respectively. The inner surface of the required maximum mounting through hole 24 and the required maximum mounting notch 25 is formed to be slightly tapered, and each mounting piece 36, 37 has its mounting through hole 24 and mounting notch
Rings 42 and 43 are provided to be in contact with the edges of the fitting 25, and fitting portions 44 and 45 are fitted from these rings to fit inside the mounting through-holes 24 and the mounting cutouts 25. The mounting holes 34 and 35 of a required small form are formed in the inside of each. In addition, a stainless steel piece,
It is preferable to provide a sliding member such as a Teflon sheet. Mounting piece 36 that fits into mounting hole 24 in the lower half of the standing piece
The mounting through hole 34 is formed in a vertically elongated hole similar to the original mounting through hole 24 (FIG. 9), and is fitted into the mounting notch 25 in the upper half of the standing piece. The mounting through-hole 35 formed in the 37 is formed in a rectangular shape similar to the original mounting notch 25 (FIG. 10) or an elongated hole in the vertical direction (FIG. 11), depending on the purpose of use. . The usage state and the like are as described in the section of “action”.

【0012】[0012]

【考案の効果】請求項1の考案によれば、起立片22の
下半部と上半部とに下階のPca版の上部と上階のPc
a版の下部とを対応させ、その起立片22の下半部の取
付け用透孔24に下階のPca版1の上部に植設したボ
ルト10を、また、上半部の取付け用切欠25に上階の
Pca版2の上部に植設したボルト11をそれぞれ挿通
させて、座金26を嵌め、ナット27を螺合させて、前
者は上下可動関係に、また、後者は上下左右可動関係に
連係させることができるので、従来2個あて使用されて
いた面外荷重受け用のファスナーを1個にすることがで
き、しかも、従来の台座を省略でき、したがって、平面
的スペースを少なくでき、構造を簡素化でき、工場生産
及び現場組立ての手数を軽減でき、工期を短縮でき、コ
ストを低減できる。勿論、リブ23を有するので、起立
片22が背高くなっても強度上に支障はない。更に、起
立片22の下半部の背後にコンクリート阻止用のカバー
32を備えているので、装着後、打設したスラブコンク
リート33の流入を阻止して、下階のPca版1の上部
のボルト10とこれに係わる滑り部材38、座金26及
びナット27の可動空間を簡単に確保することができ、
可動空間の確保のための型枠を簡素化でき、スラブコン
クリート打設工事の施工性を向上させることができる。
According to the first aspect of the present invention, the lower half and the upper half of the upright piece 22 have the upper part of the lower Pca plate and the upper part Pc.
The bolt 10 planted on the upper part of the Pca plate 1 on the lower floor is inserted into the mounting hole 24 in the lower half of the standing piece 22 and the notch 25 for mounting on the upper half. The bolts 11 planted on the upper part of the Pca plate 2 on the upper floor are respectively inserted through them, the washers 26 are fitted, and the nuts 27 are screwed together. The former has a vertically movable relationship, and the latter has a vertically movable relationship. Since it can be linked, it is possible to use only one fastener for receiving an out-of-plane load, which was conventionally used for two, and to omit the conventional pedestal, so that the planar space can be reduced and the structure can be reduced. Can be simplified, the number of steps in factory production and on-site assembly can be reduced, the construction period can be shortened, and the cost can be reduced. Of course, since the ribs 23 are provided, there is no problem in strength even when the standing pieces 22 are tall. Further, since the concrete blocking cover 32 is provided behind the lower half of the standing piece 22, the slab concrete 33 which has been poured in after mounting is prevented from flowing, and the bolts on the upper part of the Pca slab 1 on the lower floor are installed. It is possible to easily secure the movable space of the sliding member 38, the washer 26, and the nut 27 relating to the nut 10 and the sliding member 38,
The formwork for securing the movable space can be simplified, and the workability of slab concrete placing work can be improved.

【0013】請求項2の考案によれば、その起立片22の
下半部に所要最大の取付け用透孔24を、かつ、起立片22
の上半部に所要最大の取付け用切欠25を形成し、その所
要最大の取付け用透孔24と所要最大の取付け用切欠25と
にそれぞれ所要小形態の取付け用透孔34,35を有する取
付け用ピース36,37を着脱自在に装備させているので、
あらかじめ各種の形態、大きさの取付け用透孔34,35を
有する複数種類の取付け用ピース36,37を用意しておく
ことにより、下階のPca版1の上部に植設したボルト
10と上階のPca版2の下部に植設したボルト11との各
々の径等が変動しても、これらに適合した取付け用ピー
ス36,37を選択して使用することができ、したがって、
形態、寸法に自在性をもたせることができ、その使用範
囲を大幅に拡張でき、しかも、寸法の適正化を図ること
ができて、施工精度を格段に向上させることができる。
更に、取付け用ピース36,37には、表面にあらかじめス
テンレス片、テフロンシート等の滑り部材を付設するこ
とができて、施工の簡素化を図ることができる。
According to the invention of claim 2, the maximum required mounting through hole 24 is provided in the lower half of the upright piece 22 and the upright piece 22 is provided.
In the upper half part, the required maximum mounting notch 25 is formed, and the required maximum mounting through hole 24 and the required maximum mounting notch 25 are provided with the required small-sized mounting through holes 34 and 35, respectively. Since the pieces 36 and 37 are detachably equipped,
By preparing a plurality of types of mounting pieces 36 and 37 having mounting through holes 34 and 35 of various shapes and sizes in advance, the bolts planted on the upper part of the Pca plate 1 on the lower floor
Even if the diameters and the like of the bolts 11 implanted at the lower part of the Pca plate 2 on the upper floor fluctuate, it is possible to select and use the mounting pieces 36 and 37 suitable for them.
The form and the dimensions can be given flexibility, the range of use can be greatly expanded, and the dimensions can be optimized, and the construction accuracy can be remarkably improved.
Further, a sliding member such as a stainless steel piece, a Teflon sheet or the like can be attached to the surfaces of the mounting pieces 36 and 37 in advance, so that the construction can be simplified.

【0014】また、請求項3の考案によれば、請求項2
のPca版ファスナーにあって、起立片22の下半部の
背後にコンクリート阻止用のカバー32を備えているの
で、請求項1のPca版ファスナーの場合と同様に、装
着後、打設したスラブコンクリート33の流入を阻止し
て、下階のPca版1の上部のボルト10とこれに係わ
る滑り部材38、座金26及びナット27の可動空間を
簡単に確保することができ、可動空間の確保のための型
枠を簡素化でき、スラブコンクリート打設工事の施工性
を向上させることができる。
Further, according to the invention of claim 3, according to claim 2,
In the Pca version fastener, the concrete blocking cover 32 is provided behind the lower half of the upright piece 22. Therefore, the slab that has been cast after mounting is installed as in the case of the Pca version fastener according to claim 1. By preventing the inflow of the concrete 33, the movable space of the bolt 10 and the sliding member 38, the washer 26, and the nut 27 related to the upper portion of the Pca plate 1 on the lower floor can be easily secured, and the movable space can be secured. Can be simplified, and the workability of slab concrete placing work can be improved.

【図面の簡単な説明】[Brief description of the drawings]

【図1】請求項1及び請求項3の考案の実施例に係る面
外荷重受け用のファスナー及びカバーの使用状態におけ
る截断側面図である。
FIG. 1 is a cutaway side view of a fastener and a cover for receiving an out-of-plane load according to an embodiment of the present invention.

【図2】同例の面外荷重受け用のファスナーの側面図で
ある。
FIG. 2 is a side view of the fastener for receiving an out-of-plane load of the same example.

【図3】同截断側面図である。FIG. 3 is a sectional side view of the same.

【図4】同背面図である。FIG. 4 is a rear view of the same.

【図5】同平面図である。FIG. 5 is a plan view of the same.

【図6】同例のカバーの斜視図である。FIG. 6 is a perspective view of a cover of the same example.

【図7】請求項2の考案の実施例に係る面外荷重受け用
のファスナーの截断側面図である。
FIG. 7 is a cut-away side view of an out-of-plane load receiving fastener according to an embodiment of the present invention.

【図8】同背面図である。FIG. 8 is a rear view of the same.

【図9】同例の要部部材の正面図である。FIG. 9 is a front view of a main part of the example.

【図10】同例の他の要部部材の正面図である。FIG. 10 is a front view of another main member of the example.

【図11】同要部部材の変形例の正面図である。FIG. 11 is a front view of a modification of the essential part member.

【図12】従来例を示す使用状態の截断平面図である。FIG. 12 is a cut-away plan view showing a conventional example in use.

【図13】同要部の截断側面図である。FIG. 13 is a cutaway side view of the main part.

【図14】同他の要部の截断側面図である。FIG. 14 is a cutaway side view of another essential part.

【符号の説明】[Explanation of symbols]

1 下階のPca版 2 上階のPca版 3 大梁鉄骨 4 自重受け用ファスナー 5 面外荷重受け用の一方のファスナー 6 面外荷重受け用の他方のファスナー 7 補助プレート 8 調整用ボルト 9 台座 10 ボルト 11 ボルト 21 基板 22 起立片 23 リブ 24 取付け用透孔 25 取付け用切欠 26 座金 27 ナット 28 長孔 29 高力ボルト 30 座金 31 ナット 32 カバー 33 スラブコンクリート 34 取付け用透孔 35 取付け用透孔 36 取付け用ピース 37 取付け用ピース 38 滑り部材 39 係合突子 40 係合凹部 41 透孔 42 リング 43 リング 44 嵌合部 45 嵌合部 DESCRIPTION OF SYMBOLS 1 Pca version of lower floor 2 Pca version of upper floor 3 Steel beam of main beam 4 Fastener for receiving own weight 5 One fastener for receiving out-of-plane load 6 The other fastener for receiving out-of-plane load 7 Auxiliary plate 8 Adjustment bolt 9 Base 10 Bolt 11 Bolt 21 Board 22 Standing piece 23 Rib 24 Mounting hole 25 Mounting notch 26 Washer 27 Nut 28 Long hole 29 High strength bolt 30 Washer 31 Nut 32 Cover 33 Slab concrete 34 Mounting through hole 35 Mounting through hole 36 Mounting piece 37 Mounting piece 38 Sliding member 39 Engagement protrusion 40 Engagement recess 41 Through hole 42 Ring 43 Ring 44 Fitting part 45 Fitting part

───────────────────────────────────────────────────── フロントページの続き (72)考案者 佐藤 秀雄 東京都江東区南砂二丁目5番14号 株式 会社 竹中工務店 技術研究所内 (56)参考文献 実開 平3−115709(JP,U) 実開 昭55−37960(JP,U) (58)調査した分野(Int.Cl.6,DB名) E04B 2/94──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Hideo Sato 2-5-1-14 Minamisuna, Koto-ku, Tokyo Inside Takenaka Corporation Technical Research Institute (56) References Hikaru 3-115709 (JP, U) 55-37960 (JP, U) (58) Field surveyed (Int. Cl. 6 , DB name) E04B 2/94

Claims (3)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 大梁鉄骨3上に固定する水平の基板21
の先端から、下半が下階のPca版に上部に対応し、上
半が上階のPca版の下部に対応する所要長さの起立片
22を直立させて、縦断面L字状に形成するとともに、
その基板21乃至起立片22に適所にてリブ23を設
け、また、その起立片22の下半部に取付け用透孔24
を、かつ、起立片22の上半部に取付け用切欠25を形
成し、更に、その起立片22の下半部の背後にコンクリ
ート阻止用のカバー32を着脱自在に装備させたことを
特徴とするPca版ファスナー。
1. A horizontal substrate 21 fixed on a girder steel frame 3.
From the top end, the lower half corresponds to the upper part of the Pca plate on the lower floor, and the upper half stands upright with the required length corresponding to the lower part of the Pca plate on the upper floor. Along with
A rib 23 is provided at an appropriate position on the substrate 21 to the upright piece 22, and a mounting through hole 24 is provided in a lower half portion of the upright piece 22.
And a notch 25 for attachment is formed in the upper half of the upright piece 22, and a concrete blocking cover 32 is detachably provided behind the lower half of the upright piece 22. Pca version fastener.
【請求項2】 大梁鉄骨3上に固定する水平の基板21の
先端から、下半が下階のPca版の上部に対応し、上半
が上階のPca版の下部に対応する所要長さの起立片22
を直立させて、縦断面L字状に形成するとともに、その
基版21乃至起立片22に適所にてリブ23を設け、また、そ
の起立片22の下半部に所要最大の取付け用透孔24を、か
つ、起立片22の上半部に所要最大の取付け用切欠25を形
成し、その所要最大の取付け用透孔24と所要最大の取付
け用切欠25とにそれぞれ所要小形態の取付け用透孔34,
35を有する取付け用ピース36,37を着脱自在に装備させ
たことを特徴とするPca版ファスナー。
2. A required length corresponding to an upper part of a lower-level Pca plate, and a lower half corresponding to a lower part of an upper-level Pca plate, from the tip of the horizontal substrate 21 fixed on the girder steel frame 3. Standing piece 22
To form an L-shaped vertical cross section, a rib 23 is provided at an appropriate position on the base plate 21 to the upright piece 22, and a required maximum mounting through hole is provided in the lower half of the upright piece 22. 24, and the required maximum mounting notch 25 is formed in the upper half of the standing piece 22, and the required maximum mounting through hole 24 and the required maximum mounting notch 25 are used for mounting the required small form, respectively. Through hole 34,
A Pca version fastener characterized in that mounting pieces 36 and 37 having 35 are detachably mounted.
【請求項3】 上記起立片22の下半部の背後にコンク
リート阻止用のカバー32を着脱自在に装備させて成る
請求項2記載のPca版ファスナー。
3. The Pca plate fastener according to claim 2, wherein a cover 32 for preventing concrete is detachably provided behind the lower half of the upright piece 22.
JP1992038970U 1992-05-14 1992-05-14 Pca version fastener Expired - Fee Related JP2588143Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1992038970U JP2588143Y2 (en) 1992-05-14 1992-05-14 Pca version fastener

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1992038970U JP2588143Y2 (en) 1992-05-14 1992-05-14 Pca version fastener

Publications (2)

Publication Number Publication Date
JPH0592306U JPH0592306U (en) 1993-12-17
JP2588143Y2 true JP2588143Y2 (en) 1999-01-06

Family

ID=12540018

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1992038970U Expired - Fee Related JP2588143Y2 (en) 1992-05-14 1992-05-14 Pca version fastener

Country Status (1)

Country Link
JP (1) JP2588143Y2 (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5537960U (en) * 1978-09-04 1980-03-11
JP3115709U (en) * 2005-04-13 2005-11-17 伸宏 尾崎 Nautilus holder

Also Published As

Publication number Publication date
JPH0592306U (en) 1993-12-17

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