JPH0734534A - Prefabricated structure for reinforced concrete-made offset beam - Google Patents
Prefabricated structure for reinforced concrete-made offset beamInfo
- Publication number
- JPH0734534A JPH0734534A JP17771393A JP17771393A JPH0734534A JP H0734534 A JPH0734534 A JP H0734534A JP 17771393 A JP17771393 A JP 17771393A JP 17771393 A JP17771393 A JP 17771393A JP H0734534 A JPH0734534 A JP H0734534A
- Authority
- JP
- Japan
- Prior art keywords
- fixing
- reinforced concrete
- main
- screw
- offset
- 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
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】本発明は、鉄筋コンクリート造の
超高層集合住宅棟等に於いてプレハブ鉄筋コンクリート
柱に段差のあるプレハブ鉄筋梁を接合する場合の定着構
造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fixing structure for joining prefabricated reinforced concrete beams with steps to prefabricated reinforced concrete columns in a reinforced concrete super high-rise apartment building or the like.
【０００２】[0002]
【従来の技術】従来鉄筋コンクリート造の場合、梁の主
筋を柱に定着させる方法としては、図６に示すようにＵ
型に定着する方法が一般に採用されていた。梁の主筋を
柱に定着する場合、定着が完全に段差を有している場合
は、梁の主筋のＬ型定着も行われた。また図５に示すよ
うに梁の主筋をナットと定着板によって定着する方法も
用いられた。図５（ｂ）は両側ナットと定着板を用いた
例で、（ｃ）は片側ナットと定着板を用いた例である。2. Description of the Related Art In the case of conventional reinforced concrete construction, as a method of fixing the main reinforcement of a beam to a column, as shown in FIG.
The method of fixing to the mold was generally adopted. In the case of fixing the main bars of the beam to the columns, if the fixing had a complete step, the L-shaped fixation of the main bars of the beam was also performed. Further, as shown in FIG. 5, a method of fixing the main bar of the beam with a nut and a fixing plate was also used. FIG. 5B shows an example using both side nuts and the fixing plate, and FIG. 5C shows an example using one side nut and the fixing plate.
【０００３】[0003]
【発明が解決しようとする課題】しかしながら、図６に
示すＵ型定着或いはＬ型定着の方法では、直交梁の配筋
デテールに於いてＵ型筋或いはＬ型筋と直交筋が干渉し
て配筋出来ない場合がある。またナットと定着板によっ
て定着する方法では図５（ｃ）に示すようにナット部分
が柱から突出すことがあり、建築意匠上好ましくない。
又図５（ｂ）に示すようにコンクリートを打設する場合
に、ナットと梁の主筋を固定するために両面ナットにす
る必要がある。このためプレハブの組立、施工が困難で
あった。また一般にプレハブ鉄筋では、段差のある梁接
合部の鉄筋籠を吊り上げた場合、鉄筋籠を固定するため
の治具が必要である。かつ接合部の配筋が非常に複雑に
なる。本発明は，これらの問題を解決するよう工夫され
たものである。However, in the method of U-shaped anchoring or L-shaped anchoring shown in FIG. 6, the U-shaped muscle or L-shaped muscle interferes with the orthogonal muscle in the reinforcement details of the orthogonal beam. You may not be able to streak. Further, in the method of fixing with the nut and the fixing plate, the nut portion may project from the column as shown in FIG. 5C, which is not preferable in terms of architectural design.
Further, when pouring concrete as shown in FIG. 5B, it is necessary to use a double-sided nut in order to fix the nut and the main bar of the beam. Therefore, it was difficult to assemble and construct the prefab. In general, prefabricated reinforcing bars require a jig for fixing the reinforcing bar cages when the reinforcing bar cages at the beam joints with steps are lifted. Moreover, the reinforcement of the joint becomes very complicated. The present invention has been devised to solve these problems.
【０００４】[0004]
【課題を解決するための手段】定着板１と例えば外形六
角形をしたボス部２よりなる該ボス部２に、ねじ鉄筋３
が螺合する雌ねじを形成し、ねじ孔は定着板を貫通せず
定着板２の頂部に充填材を注入する孔４を設けた、充填
式ねじ定着金具８を、ねじ鉄筋よりなる主筋５の端部に
螺着し、前記充填材注入孔４より、充填材をねじ孔に注
入し充填式ねじ定着金具８を主筋５に固着し、該主筋を
段差のある梁の主筋として鉄筋籠６を形成し、該鉄筋籠
が崩れないように固定用フープ筋７を主筋に緊結して、
鉄筋籠の形状を確保し、該プレハブ鉄筋を揚重機で吊り
上げ地上の躯体の柱へ落とし込んで鉄筋コンクリート造
段差梁のプレハブ鉄筋構造を形成する。[Means for Solving the Problems] A screw reinforcing bar 3 is attached to a boss 2 composed of a fixing plate 1 and a boss 2 having an external hexagonal shape, for example.
Is formed into a female screw, and the screw hole does not penetrate the fixing plate, and the hole 4 for injecting the filling material is provided at the top of the fixing plate 2. The filling material is injected into the screw hole through the filling material injection hole 4 and the filling type screw fixing metal fitting 8 is fixed to the main bar 5, and the reinforcing bar 6 is used as the main bar of the stepped beam. Form, and tie the fixing hoop muscle 7 to the main muscle so that the reinforcing cage does not collapse,
The shape of the reinforced basket is secured, and the prefabricated reinforcing bar is hoisted by a lifting machine and dropped into the pillar of the skeleton on the ground to form the prefabricated reinforced concrete structure of the reinforced concrete step beam.
【０００５】[0005]
【実施例】図２に充填式ねじ定着金物８の例を示す。定
着板１に、例えば外形六角形のボス部２があり、ボス部
２の内側には、ねじが形成してあるが定着板１を貫通は
しない。定着板１の頂部には充填材、例えば無収縮モル
タル等を注入する孔４が搾孔してあり、前記ボス部２に
螺着した、ねじ鉄筋３を孔４から注入した充填材で充填
式ねじ定着金具８に固着して使用する。図１に鉄筋コン
クリート造段差梁の図を示す。ねじ鉄筋で構成された段
差梁の段差梁鉄筋籠６の段差のある部分の鉄筋の端に、
前記充填式ねじ定着金具８を螺着し、充填材を注入して
固定する。しかる後、例えば図４（ａ）、（ｂ）に示す
ような固定用フープ筋７を段差の部分の主筋に緊結し
て、段差梁鉄筋籠６を揚重機で吊り上げた場合段差梁鉄
筋籠６の形が崩れないようにする。このようにして吊り
上げられた段差梁鉄筋籠を地上躯体の柱へ落とし込んで
施工する。EXAMPLE FIG. 2 shows an example of the filling type screw fixing hardware 8. The fixing plate 1 has a boss portion 2 having a hexagonal outer shape, for example, and a screw is formed inside the boss portion 2, but does not penetrate the fixing plate 1. A hole 4 for injecting a filler, for example, non-shrinkable mortar, is formed in the top of the fixing plate 1, and a screw-reinforcing rod 3 screwed into the boss portion 2 is filled with the filler injected from the hole 4. Used by fixing to the screw fixing metal fitting 8. Figure 1 shows a reinforced concrete step beam. At the end of the stepped portion of the stepped beam rebar cage 6 of the stepped beam made of screw rebar,
The filling type screw fixing metal fitting 8 is screwed, and the filling material is injected and fixed. After that, when the fixing hoop reinforcement 7 as shown in FIGS. 4 (a) and 4 (b) is tightly connected to the main reinforcement of the step and the step beam reinforcement cage 6 is lifted by a lifting machine, the step beam reinforcement cage 6 Make sure the shape of does not collapse. The stepped beam rebar cage suspended in this way is dropped onto the pillar of the ground structure for construction.
【０００６】[0006]
【発明の効果】この発明の効果は次の通りである。The effects of the present invention are as follows.
【０００７】（イ）充填式ねじ定着金具を主筋一本づつ
に取り付けるため、鉄筋の組立が容易であり、柱との接
合部に段差があっても、配筋が干渉する心配がない。(A) Since the filling type screw fixing fittings are attached to each main bar one by one, it is easy to assemble the reinforcing bars, and even if there is a step at the joint with the pillar, there is no risk of the reinforcing bars interfering.
【０００８】（ロ）充填式ねじ定着金具は、予め充填材
で主筋と固定しておくので、コンクリート打設時に緩み
を生じない。また従来のような両面ナットに比較すると
作業が極めて簡単である。(B) Since the filling type screw fixing metal fitting is fixed to the main bar with a filling material in advance, it does not loosen when pouring concrete. Further, the work is extremely simple as compared with the conventional double-sided nut.
【０００９】（ハ）段差梁の部分で固定用フープ筋を用
いるのでプレハブ鉄筋を宙吊しても、プレハブが崩れる
心配はない。(C) Since the fixing hoop reinforcement is used in the stepped beam portion, there is no concern that the prefab will collapse even if the prefabricated reinforcement is suspended in midair.
【００１０】（ニ）定着金物の標準化及び施工が簡略化
されるので工期短縮、経費低減が見込まれる。(D) Since the standardization and construction of the fixing hardware are simplified, the construction period and cost can be reduced.
【図１】（ａ）本発明の立面図である （ｂ）本発明の平面図であるFIG. 1 (a) is an elevational view of the present invention. (B) is a plan view of the present invention.
【図２】（ａ）充填式ねじ定着金物の横断面図である。 （ｂ）充填式ねじ定着金物の側面図である。 （ｃ）充填式ねじ定着金物の正面図である。 （ｄ）充填式ねじ定着金物の背面図である。FIG. 2A is a cross-sectional view of a filling type screw fixing hardware. (B) It is a side view of a filling type screw fixing metal object. (C) It is a front view of a filling type screw fixing hardware. (D) It is a rear view of a filling type screw fixing hardware.
【図３】（ａ）固定用フープ筋の一例である。 （ｂ）固定用フープ筋の一例である。FIG. 3A is an example of a fixing hoop muscle. (B) An example of a fixing hoop muscle.
【図４】Ｕ型定着の例であるFIG. 4 is an example of U-shaped fixing
【図５】（ａ）両面ナットと定着板による定着の例であ
る。 （ｂ）図５（ａ）の平面図である。 （ｃ）片面ナットと定着板による定着の例である。FIG. 5A is an example of fixing with a double-sided nut and a fixing plate. (B) It is a top view of FIG. (C) An example of fixing with a single-sided nut and a fixing plate.
【図６】（ａ）他の定着の例である。FIG. 6A is another example of fixing.
【符号の説明】 １・・・定着板、２・・・ボス部，３・・・ねじ鉄筋、
４・・・充填物注入孔、５・・・ねじ主鉄筋、６・・・
鉄筋籠、７・・・固定用フープ筋、８・・・充填式ねじ
定着金具、９・・・柱、１０・・・梁、１１・・・ナッ
ト。[Explanation of Codes] 1 ... Fixing plate, 2 ... Boss portion, 3 ... Screw rebar,
4 ... Filling material injection hole, 5 ... Screw main rebar, 6 ...
Reinforcing bar cage, 7 ... Fixing hoop bar, 8 ... Filling type screw fixing metal fitting, 9 ... Column, 10 ... Beam, 11 ... Nut.
Claims (2)
との接合部に定着金物８を螺着し、鉄筋籠６の段差部分
を固定用フープ筋７で固定してなることを特徴とする鉄
筋コンクリート造段差梁のプレハブ鉄筋構造。1. A column 9 of a screw main bar 5 of a stepped beam 10.
A prefabricated reinforcing bar structure of a reinforced concrete stepped beam, characterized in that a fixing hardware 8 is screwed to a joint portion with and the step portion of the reinforcing bar cage 6 is fixed by a fixing hoop bar 7.
定着金具８のボス部２の内側にねじ鉄筋３が螺合する雌
ねじを形成し、定着板１の頂部に充填材を注入する孔４
を搾孔してなる前記請求項１記載の梁のプレハブ鉄筋構
造に使用する充填式ねじ定着用金具。2. A filling type screw fixing metal fitting 8 comprising a fixing plate 1 and a boss 2 is formed with a female screw inside the boss 2 to which a screw reinforcing bar 3 is screwed, and a filler is injected into the top of the fixing plate 1. Hole 4
A filling type screw fixing metal fitting for use in the prefabricated reinforcing bar structure of a beam according to claim 1, which is obtained by punching.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17771393A JP2671765B2 (en) | 1993-07-19 | 1993-07-19 | Prefabricated reinforced concrete structure of reinforced concrete stepped beams |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17771393A JP2671765B2 (en) | 1993-07-19 | 1993-07-19 | Prefabricated reinforced concrete structure of reinforced concrete stepped beams |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0734534A true JPH0734534A (en) | 1995-02-03 |
| JP2671765B2 JP2671765B2 (en) | 1997-10-29 |
Family
ID=16035813
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP17771393A Expired - Fee Related JP2671765B2 (en) | 1993-07-19 | 1993-07-19 | Prefabricated reinforced concrete structure of reinforced concrete stepped beams |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2671765B2 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7646245B2 (en) | 2006-10-23 | 2010-01-12 | Panasonic Corporation | Amplifier |
| JP2011094388A (en) * | 2009-10-29 | 2011-05-12 | Taisei Corp | Level difference beam frame and building |
| JP2014218892A (en) * | 2014-07-15 | 2014-11-20 | 大成建設株式会社 | Building |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4236780B2 (en) * | 1999-11-01 | 2009-03-11 | 東京鐵鋼株式会社 | Method for forming deformed reinforcing bar fixing structure |
| JP2003049504A (en) * | 2001-08-03 | 2003-02-21 | Toda Constr Co Ltd | Precast concrete floor board |
-
1993
- 1993-07-19 JP JP17771393A patent/JP2671765B2/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7646245B2 (en) | 2006-10-23 | 2010-01-12 | Panasonic Corporation | Amplifier |
| JP2011094388A (en) * | 2009-10-29 | 2011-05-12 | Taisei Corp | Level difference beam frame and building |
| JP2014218892A (en) * | 2014-07-15 | 2014-11-20 | 大成建設株式会社 | Building |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2671765B2 (en) | 1997-10-29 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 19970610 |
|
| LAPS | Cancellation because of no payment of annual fees |