Development of PCaPC Top Slab Rigidly Jointed with Cast-in-place Side Wall
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- Nakai Masahiro
- (株)ピーエス三菱 土木本部 基礎部
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- Tanaka Koichi
- 鹿島建設(株)プロジェクト設計部 地盤基礎グループ
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- Murai Nobuyasu
- (株)ピーエス三菱 技術本部 開発メンテナンス部
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- Nakanishi Masatsugu
- 鹿島建設(株)プロジェクト設計部 橋梁グループ
Bibliographic Information
- Other Title
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- PCaPC頂版と場所打ち側壁との結合工法の開発
- PCaPCチョウバン ト バショウチ ソクヘキ ト ノ ケツゴウ コウホウ ノ カイハツ
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Abstract
This paper reports results of verified strengths on the socket-type rigid joint. This type of joint could offer rapid and high-quality construction at the tunnel section in the underpass, combining the top slab with side wall. The former is a pre-cast prestressed concrete(PCaPC)member and the latter is a cast-in-place reinforced concrete(RC)member. In construction of the joint,the vertical section of the top slab is inserted into the socket section of the side wall, and mortar is filled in the opening space. The inserted length is approximately 1.5 times the width of the vertical section. Failure behavior and strength of the rigid joint model are verified by a monotonous loading test and a repeaded loading test of two million cycles.
Journal
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- Concrete Research and Technology
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Concrete Research and Technology 20 (3), 33-43, 2009
Japan Concrete Institute
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Details 詳細情報について
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- CRID
- 1390282679382371456
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- NII Article ID
- 10025411729
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- NII Book ID
- AN1053282X
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- ISSN
- 21862745
- 13404733
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- NDL BIB ID
- 10458356
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed