JP2967816B1 - Balcony structure - Google Patents
Balcony structureInfo
- Publication number
- JP2967816B1 JP2967816B1 JP15665598A JP15665598A JP2967816B1 JP 2967816 B1 JP2967816 B1 JP 2967816B1 JP 15665598 A JP15665598 A JP 15665598A JP 15665598 A JP15665598 A JP 15665598A JP 2967816 B1 JP2967816 B1 JP 2967816B1
- Authority
- JP
- Japan
- Prior art keywords
- slab
- balcony
- tightening
- screwed
- sheath tube
- 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
Links
Abstract
【要約】
【目的】 工場生産したバルコニーや庇などの構造体を
現場で躯体に組み付けるだけで構造体を構設することを
目的とする。
【構成】 PC工法により建造する建造物2の壁面3か
ら平板状構造物1を張出構設するバルコニーの構造にお
いて、所定形状と大きさをもった平板状のPCスラブの
間口方向に複数のシース管7を所定の間隔をもって配設
したPCスラブ構造体1を用意する。シース管7に挿通
した緊締シャフト11を外壁躯体3に埋設した埋込長ナ
ット9に螺合してPCスラブの高さ位置を決定すると同
時にPCスラブ1の他端縁に現れた緊締ネジ部13に緊
締ナット14を螺合し、強固に締め上げて片支持梁構造
を構成し、該PCスラブ構造体1を所定の支持力をもっ
て懸吊固定することを特徴とする。[Abstract] [Purpose] An object of the present invention is to construct a structure simply by assembling a structure, such as a balcony or an eave, manufactured at a factory with a frame at a site. [Constitution] In a balcony structure in which a flat plate-shaped structure 1 is extended from a wall surface 3 of a building 2 to be built by a PC method, a plurality of flat-plate PC slabs having a predetermined shape and a size are provided in a frontage direction. The PC slab structure 1 in which the sheath tubes 7 are arranged at predetermined intervals is prepared. The tightening shaft 11 inserted into the sheath tube 7 is screwed into the embedded long nut 9 embedded in the outer wall frame 3 to determine the height position of the PC slab, and at the same time, the tightening screw portion 13 appearing at the other end edge of the PC slab 1. The PC slab structure 1 is suspended and fixed with a predetermined supporting force by screwing a tightening nut 14 and firmly tightening the nut to form a single support beam structure.
Description
【0001】[0001]
【発明の属する技術分野】本発明は、PC工法によりバ
ルコニーや庇など躯体から張り出した平板状構造物の構
設技術に係り、特に後付け施工を容易にするバルコニー
の構造と該バルコニーの取付工法に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a technique for constructing a flat plate-like structure such as a balcony or an eave extending from a skeleton by a PC method, and more particularly to a balcony structure for facilitating retrofitting and a method of mounting the balcony. Things.
【0002】[0002]
【従来の技術】従来よりPC工法により構築した躯体に
バルコニーを構設する場合は、躯体から予めバルコニー
部分の鉄筋を連続的に突出した形態で配筋しておき、コ
ンクリートを打設する工法が採られており、専ら現場で
の構築作業によってなされていた。2. Description of the Related Art Conventionally, when a balcony is constructed on a skeleton constructed by the PC method, a method of arranging reinforcing bars in a balcony portion in a continuous protruding manner from the skeleton in advance and placing concrete is used. It was adopted and was done exclusively by construction work on site.
【0003】[0003]
【発明が解決しようとする課題】従って、現場での施工
日数が長くなるだけでなく、鉄筋工、仮枠工、コンクリ
ート打設工、及び左官等の多種職工を要するため職方の
手配を調整しなければならない等の難しい問題を有して
いた。Therefore, not only the number of construction days on site is lengthened, but also various types of work such as rebar work, temporary framing work, concrete placing work, plastering, etc. are required, so the arrangement of the craftsman is adjusted. Had a difficult problem that had to be done.
【0004】本発明は上記問題に鑑みてなされたもので
あり、バルコニーや庇などの構造体を工場生産しておき
現場で建築した躯体に組み付けるだけで該構造体を構設
することにより、現場での作業を簡単にすると共に、工
期を短縮することができるPC工法による新規バルコニ
ーの構造を提供すると共に、該バルコニーの取付工法を
提唱することを目的とするものである。[0004] The present invention has been made in view of the above-mentioned problems, and it is possible to construct a structure such as a balcony or an eaves in a factory and assemble the structure simply by assembling the structure with a frame built on the site. It is an object of the present invention to provide a new balcony structure by the PC method capable of simplifying the work of the above and shortening the construction period, and to propose a method of mounting the balcony.
【0005】[0005]
【課題を解決するための手段】本発明に係るバルコニー
の構造は、PC工法により建造する建造物の壁面から平
板状構造物を張出構設するバルコニーの構造であり、断
面内に鉄筋を配設して所定形状と大きさをもった平板状
を呈してなるPCスラブの間口方向に、それぞれ該PC
スラブの両端縁間に貫通埋設した複数のシース管を所定
の間隔をもって配設してなるPCスラブ構造体を構成
し、上記シース管に挿通する緊締シャフトの内端に雄ネ
ジを螺設すると共に外側端部に螺設した緊締ネジ部に緊
締ナットを螺合して上記PCスラブ構造体の端縁部で緊
締する組み付け構造に成るバルコニーにおいて、上記緊
締シャフトの内端に螺設した雄ネジを、壁面躯体の上記
PCスラブ構造体取付部位に位置して、シース管顕出位
置と対応して埋設一体化してなる雌ネジを螺設した複数
個の埋込長ナットに対して螺合一体化する構成にしたこ
とを要旨とするものである。A balcony structure according to the present invention is a balcony structure in which a flat plate-like structure is extended from the wall surface of a building to be constructed by a PC method. The PC slab, which has a predetermined shape and size and has a flat plate shape,
A PC slab structure is formed by arranging a plurality of sheath tubes penetrating and embedding between both end edges of the slab at predetermined intervals, and a male screw is screwed into an inner end of a tightening shaft inserted into the sheath tube. In a balcony having an assembled structure in which a tightening nut is screwed to a tightening screw portion screwed to an outer end portion and tightened at an edge of the PC slab structure, a male screw screwed to an inner end of the tightening shaft is provided. A female screw is screwed and integrated with a plurality of embedded long nuts which are screwed with female screws which are embedded and integrated corresponding to the position where the sheath tube is exposed, which is located at the PC slab structure mounting portion of the wall frame. The gist of the present invention is as follows.
【0006】また前記PCスラブ構造体の外側端縁の各
シース管端部に、該シース管の外径より大径の底部締結
段差面をもった埋込凹部を構成してもよい。更に、前記
緊締シャフトの中間部を伸びの殆どないワイヤーロープ
に代えることもできる。An embedded recess having a bottom fastening step surface having a diameter larger than the outer diameter of the sheath tube may be formed at the end of each sheath tube at the outer edge of the PC slab structure. Further, the intermediate portion of the tightening shaft can be replaced with a wire rope having almost no elongation.
【0007】本発明に係るバルコニーの取付方法は、P
C工法により建造する建造物の壁面から平板状構造物を
張出構設するに際して、上記構造により、シース管に挿
通した緊締シャフトを外壁躯体に埋設した埋込長ナット
に螺合してPCスラブの高さ位置を決定すると同時にP
Cスラブの他端縁に現れた緊締ネジ部に緊締ナットを螺
合し、強固に締め上げて片支持梁構造を構成し、該PC
スラブ構造体を所定の支持力をもって懸吊固定すること
を要旨とする。[0007] The method of mounting a balcony according to the present invention is a method for mounting a balcony.
When a plate-like structure is extended from the wall surface of a building to be constructed by the C method, the tightening shaft inserted through the sheath tube is screwed into the embedded long nut embedded in the outer wall frame by the above structure, and the PC slab is used. At the same time as determining the height position of
A tightening nut is screwed into a tightening screw portion appearing at the other end of the C slab, and is firmly tightened to form a single support beam structure.
The gist is to suspend and fix the slab structure with a predetermined supporting force.
【0008】[0008]
【発明の実施の形態】以下、本発明に係るPC工法によ
る新規バルコニーの構造の好ましい実施の形態について
図1乃至図3に従って説明する。図1はバルコニーを構
成するPCスラブ1を建造物2の外壁躯体3に構設した
状態を示す要部縦断面図であり、PCスラブ1は図2に
示すように断面内に鉄筋4を配設して所定形状と大きさ
をもった平板状を呈してなる。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A preferred embodiment of a new balcony structure by the PC method according to the present invention will be described below with reference to FIGS. FIG. 1 is a longitudinal sectional view of a main part showing a state in which a PC slab 1 constituting a balcony is constructed on an outer wall frame 3 of a building 2. As shown in FIG. It has the shape of a flat plate having a predetermined shape and size.
【0009】該PCスラブ1は、基端縁の面5とスラブ
端縁の面6に亘ってシース管7が板厚内に埋設一体化し
た構造になり、間口方向に所定の間隔をもって複数のシ
ース管7を配設してなる。またスラブ端縁の面6側シー
ス管7端部は、該シース管7の外径より大径の底部締結
段差面をもった埋込凹部8を構成してなる。The PC slab 1 has a structure in which a sheath tube 7 is buried and integrated within a plate thickness over a base end surface 5 and a slab end surface 6, and a plurality of PC tubes are provided at predetermined intervals in the frontage direction. A sheath tube 7 is provided. The end of the sheath tube 7 on the side 6 of the end surface of the slab forms an embedding recess 8 having a bottom fastening step surface having a diameter larger than the outer diameter of the sheath tube 7.
【0010】また外壁躯体3のPCスラブ1取付部位に
は、基端縁の面5のシース管7顕出位置と対応して埋込
長ナット9が予め配設一体化した構造になっている。該
埋込長ナット9の雌ネジ10には、鋼製の緊締シャフト
11の基端側に螺設した雄ネジ12を螺合し、該緊締シ
ャフト11をPCスラブ1のシース管7に挿入すると共
に、該端部に螺設した緊締ネジ部13に緊締ナット14
を螺合し、埋込凹部8位置で強固に緊締する。[0010] Further, at the mounting portion of the PC slab 1 of the outer wall frame 3, an embedded long nut 9 is previously arranged and integrated corresponding to a position where the sheath tube 7 is exposed on the surface 5 of the base end edge. . A female screw 10 of the embedded long nut 9 is screwed with a male screw 12 screwed on a base end side of a steel tightening shaft 11, and the tightening shaft 11 is inserted into the sheath tube 7 of the PC slab 1. At the same time, a tightening nut 14 is screwed into the tightening screw portion 13 screwed at the end.
And tightly tightened at the position of the embedded recess 8.
【0011】上記構成になるバルコニーの構造は、予め
工場生産したPCスラブ1を緊締シャフト11によって
外壁躯体3に組み付けるものであり、シース管7に挿通
した緊締シャフト11を外壁躯体に埋設した埋込長ナッ
ト9に螺合してPCスラブ1の高さ位置を決定すると同
時に埋込凹部8に現れた緊締ネジ部13に緊締ナット1
4を螺合し、強固に締め上げると該PCスラブ1が片支
持梁構造を構成し、所定の支持力をもって構設される。The balcony structure having the above-described structure is such that the PC slab 1 produced in advance in the factory is assembled to the outer wall frame 3 by the tightening shaft 11, and the tightening shaft 11 inserted through the sheath tube 7 is embedded in the outer wall frame. The height position of the PC slab 1 is determined by being screwed into the long nut 9, and at the same time, the tightening nut 1 is inserted into the tightening screw portion 13 that appears in the recess 8.
When the PC slab 1 is screwed up and firmly tightened, the PC slab 1 forms a one-sided support beam structure, and is constructed with a predetermined supporting force.
【0012】尚、上述したように緊締シャフト11には
PCスラブ1を片持梁構造によって支持するために必要
な張力が加わっており、該緊締シャフト11の中間部を
伸びの殆どないワイヤーロープに代えた構造であって
も、上記した構造と同様に実施することができる。As described above, the tension required for supporting the PC slab 1 by the cantilever structure is applied to the tightening shaft 11, and the intermediate portion of the tightening shaft 11 is connected to a wire rope having almost no elongation. Even in the case of an alternative structure, it can be implemented in the same manner as the above-described structure.
【0013】[0013]
【発明の効果】上述したように本発明に係るバルコニー
の構造と該バルコニーの取付工法に依れば、PC工法に
より建造する建造物の壁面から平板状構造物を張出構設
するバルコニーの構造において、所定形状と大きさをも
った平板状のPCスラブの間口方向に複数のシース管を
所定の間隔をもって配設したPCスラブ構造体を用意
し、シース管に挿通した緊締シャフトを外壁躯体に埋設
した埋込長ナットに螺合してPCスラブの高さ位置を決
定すると同時にPCスラブの他端縁に現れた緊締ネジ部
に緊締ナットを螺合し、強固に締め上げて片支持梁構造
を構成し、該PCスラブ構造体を所定の支持力をもって
懸吊固定するものであるため、予め、バルコニーや庇な
どのPCスラブ構造体を工場生産することができる。As described above, according to the structure of the balcony according to the present invention and the method of mounting the balcony, the structure of the balcony in which the flat plate-like structure is extended from the wall surface of the building constructed by the PC method. In the above, a PC slab structure in which a plurality of sheath tubes are arranged at predetermined intervals in the frontage direction of a flat-plate PC slab having a predetermined shape and size is prepared, and a tightening shaft inserted through the sheath tubes is attached to the outer wall frame. The height position of the PC slab is determined by screwing it into the buried long nut, and at the same time, the tightening nut is screwed into the tightening screw portion that appears at the other edge of the PC slab, and then firmly tightened to provide a single-support beam structure. Since the PC slab structure is suspended and fixed with a predetermined supporting force, a PC slab structure such as a balcony or an eave can be factory-produced in advance.
【0014】従って、PCスラブ構造体を現場で建築し
た躯体に組み付けるだけで構設することが可能になり、
現場での作業を簡単にすると共に工期を短縮することが
できる等の特徴を有するものであり、本発明の実施によ
って得られる効果は極めて大きい。Therefore, it is possible to construct the PC slab structure simply by assembling it on the building constructed at the site.
It has features such as simplification of work on site and shortening of the construction period, and the effect obtained by implementing the present invention is extremely large.
【図1】本発明に係るPC工法によるバルコニーの構造
を示す要部縦断面図である。FIG. 1 is a longitudinal sectional view of a main part showing a balcony structure by a PC method according to the present invention.
【図2】同PCスラブ構造体の配筋状態を示す要部縦断
面図である。FIG. 2 is a vertical sectional view showing a main part of the PC slab structure showing a reinforcing bar arrangement state.
【図3】同結合構造を示す要部分解斜視図である。FIG. 3 is an exploded perspective view of a main part showing the coupling structure.
1 PCスラブ 2 建造物 3 外壁躯体 4 鉄筋 5 基端縁の面 6 スラブ端縁の面 7 シース管 8 埋込凹部 9 埋込長ナット 10 雌ネジ 11 緊締シャフト 12 雄ネジ 13 緊締ネジ部 14 緊締ナット DESCRIPTION OF SYMBOLS 1 PC slab 2 Building 3 Exterior wall skeleton 4 Rebar 5 Base edge surface 6 Slab edge surface 7 Sheath tube 8 Embedded recess 9 Embedded long nut 10 Female screw 11 Tightening shaft 12 Male screw 13 Tightening screw 14 Tightening nut
───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.6,DB名) E04B 5/02 E04B 1/00 501 ──────────────────────────────────────────────────続 き Continued on the front page (58) Fields surveyed (Int.Cl. 6 , DB name) E04B 5/02 E04B 1/00 501
Claims (3)
ら平板状構造物を張出構設するバルコニーの構造であ
り、断面内に鉄筋を配設して所定形状と大きさをもった
平板状を呈してなるPCスラブの間口方向に、それぞれ
該PCスラブの両端縁間に貫通埋設した複数のシース管
を所定の間隔をもって配設してなるPCスラブ構造体を
構成し、前記シース管に挿通する緊締シャフトの内端に
雄ネジを螺設すると共に外側端部に螺設した緊締ネジ部
に緊締ナットを螺合して前記PCスラブ構造体の端縁部
で緊締する組み付け構造のバルコニーの構造において、 前記緊締シャフトの内端に螺設した雄ネジを、壁面躯体
の上記PCスラブ構造体取付部位に位置して、シース管
顕出位置と対応して埋設一体化してなる雌ネジを螺設し
た複数個の埋込長ナットに対して螺合一体化する構成に
なることを特徴とするバルコニーの構造。1. A balcony structure in which a flat plate-like structure is extended from a wall surface of a building to be built by the PC method, and a reinforcing bar is provided in a cross section to have a predetermined shape and size. A PC slab structure is formed by arranging a plurality of sheath tubes penetratingly embedded at both ends of the PC slab at predetermined intervals in the frontage direction of the PC slab, and inserting the sheath tube through the sheath tube. A balcony structure having an assembled structure in which a male screw is screwed into an inner end of a tightening shaft and a tightening nut is screwed into a tightening screw portion screwed into an outer end to tighten at an edge of the PC slab structure. In the above, a female screw which is screwed into the inner end of the tightening shaft is positioned at the PC slab structure mounting portion of the wall body, and a female screw which is embedded and integrated corresponding to the position where the sheath tube is exposed is screwed. Multiple embedded lengths Structure balcony characterized by comprising a structure for screwing integrated with bets.
ース管端部が、該シース管の外径より大径の底部締結段
差面をもった埋込凹部を構成してなることを特徴とする
請求項1記載のバルコニーの構造。2. An end portion of each sheath tube at an outer edge of the PC slab structure forms an embedding recess having a bottom fastening step surface having a diameter larger than an outer diameter of the sheath tube. The balcony structure according to claim 1, wherein:
ないワイヤーロープになることを特徴とする請求項1ま
たは2記載のバルコニーの構造。3. The balcony structure according to claim 1, wherein an intermediate portion of the tightening shaft is a wire rope having little extension.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15665598A JP2967816B1 (en) | 1998-05-21 | 1998-05-21 | Balcony structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15665598A JP2967816B1 (en) | 1998-05-21 | 1998-05-21 | Balcony structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2967816B1 true JP2967816B1 (en) | 1999-10-25 |
JPH11324201A JPH11324201A (en) | 1999-11-26 |
Family
ID=15632413
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP15665598A Expired - Fee Related JP2967816B1 (en) | 1998-05-21 | 1998-05-21 | Balcony structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2967816B1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008144526A (en) * | 2006-12-12 | 2008-06-26 | Ohbayashi Corp | Reinforcement anchoring structure, reinforcement anchoring method, pc member joining structure and pc member joining method |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104563281B (en) * | 2014-12-09 | 2018-05-08 | 济南轨道交通集团有限公司 | A kind of prefabricated balcony structure and its construction method |
KR102060275B1 (en) * | 2019-05-14 | 2020-02-11 | 오종한 | Protruding balcony assembly and construction method thereof |
-
1998
- 1998-05-21 JP JP15665598A patent/JP2967816B1/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008144526A (en) * | 2006-12-12 | 2008-06-26 | Ohbayashi Corp | Reinforcement anchoring structure, reinforcement anchoring method, pc member joining structure and pc member joining method |
Also Published As
Publication number | Publication date |
---|---|
JPH11324201A (en) | 1999-11-26 |
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Legal Events
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---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |