JPH0442502U - - Google Patents

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Publication number
JPH0442502U
JPH0442502U JP8451690U JP8451690U JPH0442502U JP H0442502 U JPH0442502 U JP H0442502U JP 8451690 U JP8451690 U JP 8451690U JP 8451690 U JP8451690 U JP 8451690U JP H0442502 U JPH0442502 U JP H0442502U
Authority
JP
Japan
Prior art keywords
strength concrete
column
joint ends
low
beams
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
JP8451690U
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 JP8451690U priority Critical patent/JPH0442502U/ja
Publication of JPH0442502U publication Critical patent/JPH0442502U/ja
Pending legal-status Critical Current

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Description

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

第1図は本考案に係る異強度コンクリートを用
いたRC柱梁部材より構成された架構を示す正面
図、第2図乃至第4図はRC梁の各実施例を示す
正面図、第5図及び第6図は夫々RC梁の縦断側
面図、第7図は本考案が適用されるスラブ付き梁
の縦断側面図である。 1……RC柱、1A……高強度コンクリート部
、1B……低強度コンクリート部、2……RC梁
、2A……高強度コンクリート部、2B……低強
度コンクリート。
Figure 1 is a front view showing a frame constructed from RC column and beam members using concrete of different strengths according to the present invention, Figures 2 to 4 are front views showing each embodiment of the RC beam, and Figure 5. 6 and 6 are respectively longitudinal sectional side views of an RC beam, and FIG. 7 is a longitudinal sectional side view of a beam with a slab to which the present invention is applied. 1...RC column, 1A...High strength concrete part, 1B...Low strength concrete part, 2...RC beam, 2A...High strength concrete part, 2B...Low strength concrete.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] RC柱梁部材において、少くとも柱又は梁の接
合端部が高強度コンクリートより構成されるとと
もに、相隣る前記接合端部の中間部が低強度コン
クリートより構成されてなることを特徴とする異
強度コンクリートを用いたRC柱梁部材。
In the RC column-beam member, at least the joint ends of the columns or beams are made of high-strength concrete, and the intermediate parts of the adjacent joint ends are made of low-strength concrete. RC column and beam members using high-strength concrete.
JP8451690U 1990-08-13 1990-08-13 Pending JPH0442502U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8451690U JPH0442502U (en) 1990-08-13 1990-08-13

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8451690U JPH0442502U (en) 1990-08-13 1990-08-13

Publications (1)

Publication Number Publication Date
JPH0442502U true JPH0442502U (en) 1992-04-10

Family

ID=31633053

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8451690U Pending JPH0442502U (en) 1990-08-13 1990-08-13

Country Status (1)

Country Link
JP (1) JPH0442502U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07138948A (en) * 1993-11-18 1995-05-30 Elf:Kk Cast-in-place pile driving method
JP2008169672A (en) * 2007-01-15 2008-07-24 Ohbayashi Corp Construction method of concrete beam, concrete beam, joining method of pc beam member and joining structure of pc beam member

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6237466A (en) * 1985-08-12 1987-02-18 三井建設株式会社 Method for casting concrete

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6237466A (en) * 1985-08-12 1987-02-18 三井建設株式会社 Method for casting concrete

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07138948A (en) * 1993-11-18 1995-05-30 Elf:Kk Cast-in-place pile driving method
JP2008169672A (en) * 2007-01-15 2008-07-24 Ohbayashi Corp Construction method of concrete beam, concrete beam, joining method of pc beam member and joining structure of pc beam member

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