JPS6269512U - - Google Patents

Info

Publication number
JPS6269512U
JPS6269512U JP16127985U JP16127985U JPS6269512U JP S6269512 U JPS6269512 U JP S6269512U JP 16127985 U JP16127985 U JP 16127985U JP 16127985 U JP16127985 U JP 16127985U JP S6269512 U JPS6269512 U JP S6269512U
Authority
JP
Japan
Prior art keywords
reinforcing bars
precast hollow
reinforced concrete
concrete structures
concrete
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.)
Pending
Application number
JP16127985U
Other languages
Japanese (ja)
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 filed Critical
Priority to JP16127985U priority Critical patent/JPS6269512U/ja
Publication of JPS6269512U publication Critical patent/JPS6269512U/ja
Pending legal-status Critical Current

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  • Rod-Shaped Construction Members (AREA)

Description

【図面の簡単な説明】[Brief explanation of the drawing]

図面は本考案の実施例を示すもので、第1図は
柱用プレキヤスト内空コンクリート部材の斜視図
、第2図はその断面図、第3図は梁用プレキヤス
ト内空コンクリート部材の斜視図、第4図はその
断面図である。 3,6……シース管、2,5……剪断補強筋た
るフープ筋、スターラツプ筋。
The drawings show an embodiment of the present invention; Fig. 1 is a perspective view of a precast hollow concrete member for columns, Fig. 2 is a sectional view thereof, and Fig. 3 is a perspective view of a precast hollow concrete member for beams. FIG. 4 is a sectional view thereof. 3, 6... Sheath pipe, 2, 5... Hoop muscle and stirrup muscle as shear reinforcement.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 現場で主鉄筋に被嵌し、その内部に生コンクリ
ートを打設して柱、梁等の鉄筋コンクリート構造
体を構築するのに使用するプレキヤスト内空コン
クリート部材において、上記鉄筋コンクリート構
造体にプレストレスを与えるPC鋼材を挿通する
シース管を、内壁に沿つて所要の間隔で列設した
剪断補強筋に取り付けたことを特徴とするプレキ
ヤスト内空コンクリート部材。
In precast hollow concrete members used to construct reinforced concrete structures such as columns and beams by fitting into main reinforcing bars on site and pouring ready-mixed concrete inside them, applying prestress to the above-mentioned reinforced concrete structures. A precast hollow concrete member characterized in that a sheath pipe through which a prestressed steel material is inserted is attached to shear reinforcing bars arranged in rows at required intervals along an inner wall.
JP16127985U 1985-10-23 1985-10-23 Pending JPS6269512U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16127985U JPS6269512U (en) 1985-10-23 1985-10-23

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16127985U JPS6269512U (en) 1985-10-23 1985-10-23

Publications (1)

Publication Number Publication Date
JPS6269512U true JPS6269512U (en) 1987-05-01

Family

ID=31087445

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16127985U Pending JPS6269512U (en) 1985-10-23 1985-10-23

Country Status (1)

Country Link
JP (1) JPS6269512U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014114612A (en) * 2012-12-10 2014-06-26 Taisei Corp Crimp joint structure

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5023215U (en) * 1973-06-22 1975-03-15

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5023215U (en) * 1973-06-22 1975-03-15

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014114612A (en) * 2012-12-10 2014-06-26 Taisei Corp Crimp joint structure

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