JPH0592306U - Pca version fastener - Google Patents

Pca version fastener

Info

Publication number
JPH0592306U
JPH0592306U JP3897092U JP3897092U JPH0592306U JP H0592306 U JPH0592306 U JP H0592306U JP 3897092 U JP3897092 U JP 3897092U JP 3897092 U JP3897092 U JP 3897092U JP H0592306 U JPH0592306 U JP H0592306U
Authority
JP
Japan
Prior art keywords
mounting
piece
pca
pca plate
lower half
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
Application number
JP3897092U
Other languages
Japanese (ja)
Other versions
JP2588143Y2 (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

Landscapes

  • Load-Bearing And Curtain Walls (AREA)

Abstract

(57)【要約】 【目的】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要し、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
掛かり、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。 【構成】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、更には、起立片下半部
の背後にカバー32を装着した。取付け用ピース36,37を
装備させることもある。
(57) [Abstract] [Purpose] The conventional one requires two fasteners for each out-of-plane load at each part, requires a lot of space in a plane, and has a pedestal for height adjustment. Therefore, there is a problem that the structure becomes complicated, a lot of work is required for factory production and on-site assembly, the construction period is lengthened, and the cost is increased. The present invention is intended to solve such a problem. [Structure] From a tip of a horizontal substrate 21 fixed on the girder steel frame 3, a lower half corresponds to an upper part of a lower Pca plate, and an upper half corresponds to a lower part of an upper Pca plate, and a required length is raised. The piece 22 is made upright to form an L-shaped vertical section, and the base plate 21
Through ribs 23 are provided at appropriate places on the upright pieces 22, a mounting through hole 24 is formed in the lower half of the upright pieces 22, and a mounting notch 25 is formed in the upper half of the upright pieces 22. Attached a cover 32 behind the lower half of the standing piece. It may be equipped with mounting pieces 36, 37.

Description

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

【0001】[0001]

【産業上の利用分野】[Industrial applications]

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。 TECHNICAL FIELD The present invention relates to a Pca plate fastener for joining a Pca plate (precast concrete plate) forming an outer wall of a building to a girder steel frame.

【0002】[0002]

【従来の技術】[Prior Art]

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。 There are many types of fasteners of this type, and when classified from the functional aspect, they are roughly classified into those for receiving self-weight and those for receiving out-of-plane load. 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 fastener for receiving the self weight and two fasteners for out-of-plane are provided. Used for load bearing. That is, in FIGS. 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 frame that joins these Pca plates, and 4 is a lower plate. The self-weight receiving fasteners 5 planted in the upper part of the Pca plate on the first floor are one of the out-of-plane load receiving fasteners provided adjacent to one side of the self-weight receiving fastener on the upper part of the Pca plate on the lower floor. Ner, 6 is the other fastener for out-of-plane load receiving provided on the lower side of the upper Pca plate adjacent to the other side of its own weight receiving fastener, and 7 is an auxiliary plate joined to the girder steel frame. is there. The self-weight receiving fastener 4 has an adjusting bolt 8 threaded vertically through the projecting end projecting inward from the Pca plate 1 and mounted on an auxiliary plate 7 joined to the girder steel frame 3. .. Both of the fasteners 5 and 6 for receiving the out-of-plane load are L-shaped metal members, one fastener 5 is directly fixed on the girder steel frame 3 or the auxiliary plate 7, and the other fastener 6 is high. It is fixed on the girder steel frame 3 via the pedestal 9 for adjusting the height, and the bolt 10 that is planted on the upper part of the Pca plate 1 on the lower floor and the bolt 11 that is planted on the lower part of the Pca plate 2 on the upper floor are linked together. ing.

【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, the conventional device requires two fasteners for receiving the out-of-plane load in each part, and thus requires a large amount of space in a plan view. There is a problem in that the structure is complicated, such as requiring a pedestal for height adjustment, a lot of work is required for factory production and on-site assembly, the construction period is long, and the cost is high. The present invention is intended to solve such a problem.

【0004】[0004]

【課題を解決するための手段】[Means for Solving the Problems]

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 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 たことを特徴とする。 To achieve the above object, the invention of claim 1 is such that the lower half corresponds to the upper part of the lower Pca plate and the upper half corresponds to the upper Pca plate from the tip of the horizontal substrate 21 fixed on the girder steel frame 3. The standing piece 22 of a required length corresponding to the lower part of the plate is formed upright so as to have an L-shaped longitudinal section, and the base plate 21 to the standing piece 22 are provided with ribs 23 at appropriate positions, and the standing pieces are also formed. It is characterized in that a mounting through hole 24 is formed in the lower half portion of the piece 22 and a mounting notch 25 is formed in the upper half portion of the standing piece 22.

【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 second aspect of the invention, from the tip of the horizontal substrate 21 fixed on the girder steel frame 3, the lower half corresponds to the upper part of the lower Pca plate and the upper half corresponds to the lower part of the upper Pca plate. The standing piece 22 of a corresponding required length is made upright and is formed into an L-shape in longitudinal section, and ribs 23 are provided at appropriate places on the base plate 21 to the standing piece 22, and the lower half of the standing piece 22. The maximum required mounting through-hole 24 is formed in the upper part, and the maximum required mounting notch 25 is formed in the upper half of the upright piece 22, and the maximum required mounting through-hole 24 and the maximum required mounting notch are formed. 25 and 25 are equipped with mounting pieces 36 and 37, which have mounting holes 34 and 35 for mounting a required small form, respectively, in a removable manner.

【0006】 また、請求項3の考案は、前記請求項1又は請求項2の考案のものに、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 the same as the invention of claim 1 or claim 2, further comprising a cover 32 for detaching concrete which is detachably mounted behind the lower half of the standing piece 22. It will be done.

【0007】[0007]

【作用】[Action]

請求項1の面外荷重受け用のファスナーは、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22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。 The fastener for receiving an out-of-plane load according to claim 1 is fixed on the girder steel frame 3 with a substrate 21, and the mounting through hole 24 in the lower half portion of the standing piece 22 is made to correspond to this, and Pca of the lower floor is correspondingly provided. The bolt 10 planted in the upper part of the plate 1 is inserted, and the notch 25 for mounting in the upper half of the standing piece 22 is correspondingly fitted with the bolt 11 planted in the lower part of the Pca plate 2 on the upper floor. Insert the stainless steel piece, slide member 38 such as Teflon sheet, and washer 26 into these bolts, and screw the nut 27 into the former so that the former can move up and down, and the latter can move vertically and horizontally. Coordinate. As a result, they function together as a fastener for two conventional out-of-plane load receivers, making it possible to omit the conventional pedestal. As for the self-weight receiving fastener, a conventional one, for example, the self-weight receiving fastener 4 shown in FIGS. 12 to 14 may be used.

【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36,37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 of claim 2 corresponds to the required maximum mounting through hole 24 and the required maximum mounting notch 25 in addition to the use as in the above-mentioned claim 1. Preliminarily, a plurality of types of mounting pieces having mounting holes 34, 35 of various shapes and sizes are prepared, and mounting pieces 36, 37 are prepared and planted on the upper part of the Pca plate 1 on the lower floor. Bolts 10 and bolts 11 planted in the lower part of the Pca plate 2 on the upper floor, select fitting pieces 36, 37 that match the diameters of the bolts, and select through holes 24 for mounting and notches 25 for mounting. Attach and use. This allows flexibility in form and size.

【0009】 また、請求項3の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の可 動空間を確保する。 なお、一般に、スラブコンクリート33の床レベルが上階のPca版2の下部の ボルト11より下に位置するため、該ボルト11に対するカバーは不要である。しか し、必要であればカバー32の上端を上方へ伸長させればよい。Further, the cover 32 for preventing concrete according to claim 3 is attached to the back of the lower half portion of the standing piece 22 to prevent the poured slab concrete 33 from flowing into the cover 32 of the attached lower floor. Secure a movable space for the bolt 10 on the upper part of the Pca plate 1 and the washers 26 and nuts 27 associated therewith. Since the floor level of the slab concrete 33 is generally located below the lower bolt 11 of the Pca plate 2 on the upper floor, a cover for the bolt 11 is unnecessary. However, if necessary, the upper end of the cover 32 may be extended upward.

【0010】[0010]

【実施例】【Example】

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 claim 1 and claim 3. The illustrated fastener for receiving an out-of-plane load is integrally cast from spheroidal graphite cast iron (ductile), and is fixed on the girder steel frame 3 or an auxiliary plate 7 attached thereto. From the tip, the lower half corresponds to the upper part of the lower Pca plate, and the upper half corresponds to the lower part of the upper Pca plate. Ribs 23 are formed on both side edges of the base plate 21 to the upright piece 22, and the lower half portion of the upright piece 22 is provided with an attachment through hole 24 that is a vertically elongated hole, and A large rectangular mounting notch 25 with an open upper end is formed in the upper half of the standing piece 22. Further, a cover 32 for preventing concrete is detachably installed behind the lower half of the standing piece 22, and the cover 32 is a portion corresponding to the lower half of the standing piece of the ribs 23 on both sides. In order to secure a movable space for the upper bolt 10 of the lower Pca plate 1 mounted on the lower half of the standing piece and the washer 26 and nut 27 related to this, it is formed in the required form (Fig. 6). In addition, a plurality of engaging protrusions 39 are arranged at appropriate positions on the side surfaces of the lower half of the rising piece of the ribs 23 on both sides, and correspondingly, at appropriate positions on the inner surfaces of both side walls of the cover 32. A plurality of engaging recesses 40 are arranged so that they are engaged with each other when the cover 32 is fitted. Thus, the board 21 is provided with four elongated holes 28 in the front, rear, left, and right, and corresponding to these elongated holes, an appropriate number of through holes 41 are formed in appropriate places on the upper flange of the girder steel frame 3 made of H-shaped steel. Holes, and insert high-strength bolts and bolts 29 from below into these through-holes to stand up, loosely fit these long-holes 28 into these high-strength bolts, fit washers 30 and nuts 31. After screwing in, adjust the position and tighten it sufficiently to fix. A stud bolt may be used instead of the high-strength bolt 29 and the through hole 41. The conditions of use and the like are as described in the section “Operation”.

【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。7 to 9 show an embodiment according to claim 2. In this case, in the case of the previous example, the required maximum mounting through hole 24 is formed in the lower half part of the standing piece 22, and the required maximum mounting notch 25 is formed in the upper half part of the standing piece 22. The largest mounting holes 24 and the required maximum mounting notches 25 are equipped with mounting pieces 36, 37 that have the required small-sized mounting holes 34, 35, respectively, in a removable manner. The inner surfaces of the required maximum mounting through hole 24 and the required maximum mounting notch 25 are formed to be slightly tapered, and the mounting through hole 24 and the mounting notch 25 are formed in each of the mounting pieces 36 and 37. Provided with rings 42 and 43 that come into contact with the edges of the fittings, and projecting fitting portions 44 and 45 that fit into the mounting through holes 24 and the mounting notches 25 from these rings, respectively. Through holes 34 and 35 for attachment of a required small form are bored on the respective sides. In addition, it is advisable to previously attach a sliding member such as a stainless steel piece or a Teflon sheet to the surfaces of the rings 42 and 43. The mounting through-hole 34 formed in the mounting piece 36 that fits into the mounting through-hole 24 in the lower half of the standing piece is formed as a vertically elongated hole similar to the original mounting through-hole 24 (see FIG. 9), the attachment hole 35 formed in the attachment piece 37 fitted in the attachment notch 25 in the upper half of the standing piece is formed in a rectangular shape similar to the original attachment notch 25 according to the purpose of use ( (FIG. 10) or it is formed in a vertically elongated hole (FIG. 11). The conditions of use and the like are as described in the section “Operation”.

【0012】[0012]

【考案の効果】[Effect of the device]

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Pca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く、実用上頗る 有益である。 According to the invention of claim 1, the lower half and the upper half of the standing piece 22 are made to correspond to the upper part of the Pca plate on the lower floor and the lower part of the Pca plate on the upper floor, and the lower half of the rising piece 22. The bolt 10 that is planted on the upper part of the Pca plate 1 on the lower floor in the mounting through hole 24 of the upper part, and the bolt 10 that is planted on the upper part of the Pca plate 2 on the upper floor in the mounting notch 25 in the upper half part. Since the former and the latter can be linked in a vertically movable relationship and the latter in a vertically movable relationship by inserting the washer 26 and the nut 27 into each other by inserting the washers 26, respectively, the two conventional models have been used. It is possible to use only one fastener for receiving the out-of-plane load, and the conventional pedestal can be omitted. Therefore, the space for the plane can be reduced, the structure can be simplified, and the number of steps for factory production and field assembly can be reduced. It can be reduced, the construction period can be shortened, and the cost can be reduced. Of course, since the rib 23 is provided, there is no problem in strength even if the upright piece 22 becomes taller, which is practically useful.

【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 second aspect of the present invention, the required maximum attachment through hole 24 is formed in the lower half of the upright piece 22, and the required maximum attachment notch 25 is formed in the upper half of the upright piece 22. However, mounting pieces 36, 37 having mounting holes 34, 35 of a required small size are detachably attached to the required mounting hole 24 and the required mounting notch 25, respectively. Therefore, by preparing in advance a plurality of types of mounting pieces 36, 37 having mounting through holes 34, 35 of various shapes and sizes, it is possible to plant them on the upper part of the Pca plate 1 on the lower floor. Even if the diameters of the bolt 10 and the bolt 11 planted in the lower part of the upper Pca plate 2 change, the mounting pieces 36 and 37 suitable for these can be selected and used. Therefore, the shape and size can be given flexibility, and the range of use can be greatly expanded. However, the size can be optimized and the construction accuracy can be significantly improved. Further, the mounting pieces 36, 37 can be preliminarily provided with a sliding member such as a stainless steel piece or a Teflon sheet on the surface thereof, so that the construction can be simplified.

【0014】 また、請求項3の考案によれば、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。Further, according to the invention of claim 3, since the cover 32 for preventing concrete is provided behind the lower half portion of the standing piece 22, the inflow of the placed slab concrete 33 is prevented after the mounting. Thus, it is possible to easily secure a movable space for the upper bolt 10 of the Pca plate 1 on the lower floor and the sliding member 38, the washer 26, and the nut 27 related thereto, and a formwork for securing the movable space is provided. It can be simplified and the workability of slab concrete pouring work can be improved.

【図面の簡単な説明】[Brief description of 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 invention of claims 1 and 3 in a used state.

【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 a 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 cutaway 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 cutaway side view of a fastener for receiving an out-of-plane load according to an embodiment of the invention of claim 2;

【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 member of the same 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 part member of the same 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 modified example of the main 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 cutaway plan view of a conventional state of 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 the other main 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 1 Lower floor Pca version 2 Upper floor Pca version 3 Large beam steel frame 4 Self-weight receiving fastener 5 One fastener for out-of-plane load receiving 6 The other fastener for out-of-plane load receiving 7 Auxiliary plate 8 Adjustment bolt 9 Pedestal 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 hole 35 Mounting 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 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Hideo Sato Inventor Hidenori Sato 2-5-14 Minamisuna, Koto-ku, Tokyo Inside the Takenaka Corporation Technical Research Institute

Claims (3)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【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を形成したことを特徴とす
るPca版ファスナー。
1. A required length from the tip of a horizontal substrate 21 fixed onto the girder steel frame 3 so that the lower half corresponds to the upper part of the lower Pca plate and the upper half corresponds to the lower part of the upper Pca plate. Standing piece 22
And the ribs 23 are formed at appropriate positions on the base plate 21 to the upright pieces 22, and mounting through holes 24 are provided in the lower half of the upright pieces 22. And the standing piece
A Pca plate fastener characterized in that a notch 25 for mounting is formed in the upper half portion of 22.
【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 from the tip of a horizontal substrate 21 fixed on the girder steel frame 3 to the lower half corresponding to the upper part of the lower Pca plate and the upper half corresponding to the lower part of the upper Pca plate. Standing piece 22
And the rib 23 is formed in an appropriate position on the base plate 21 to the upright piece 22 and the lower half portion of the upright piece 22 has a required maximum mounting through hole. 24, and the required maximum mounting notch 25 is formed in the upper half of the upright piece 22, and the required maximum mounting through-hole 24 and the required maximum mounting notch 25 are respectively used for small-sized mounting. Through hole 34,
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前記
請求項1又は請求項2に記載のPca版ファスナー。
3. The Pca plate fastener according to claim 1, wherein a cover 32 for preventing concrete is detachably mounted 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 true JPH0592306U (en) 1993-12-17
JP2588143Y2 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)

Citations (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

Patent Citations (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
JP2588143Y2 (en) 1999-01-06

Similar Documents

Publication Publication Date Title
JPH0592306U (en) Pca version fastener
JP2931288B1 (en) Work platform support
JP3691167B2 (en) Fasteners for curtain wall fasteners
JPS5828029Y2 (en) Base metal fittings
JPS5829207Y2 (en) Base with column base hardware
JPS628782Y2 (en)
JP2569618Y2 (en) Work stage for steel structure
JPH066503U (en) Pillar mounting structure for entrance porch, etc.
JP2530661Y2 (en) Mounting hardware for Pca curtain wall
JPS5834898Y2 (en) Cast moldings for connecting exterior wall panels and building structures
JPH0748811Y2 (en) Mounting structure for curtain wall to beam
JP2500961Y2 (en) Formwork for concrete
JPH0540402U (en) Pillar hardware
KR200329513Y1 (en) Fixing construction of anchor bolt for laying
JPS5817049Y2 (en) ceiling mount device
JPS5834886Y2 (en) Base metal fittings
JPS5929076Y2 (en) Parapet inner formwork support device
JPS627766Y2 (en)
JPH0650008B2 (en) Wall panel mounting structure
JPH0610030Y2 (en) Exterior wall renovation structure
JPH0613952Y2 (en) Concrete flow stop
JPS608031Y2 (en) Handrail panel mounting device
JPH0577406U (en) Panel mounting structure
JPH0433276Y2 (en)
JPH076304U (en) Column base structure

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees