JPS606698U - Joint structure between concrete member and steel member - Google Patents

Joint structure between concrete member and steel member

Info

Publication number
JPS606698U
JPS606698U JP9660683U JP9660683U JPS606698U JP S606698 U JPS606698 U JP S606698U JP 9660683 U JP9660683 U JP 9660683U JP 9660683 U JP9660683 U JP 9660683U JP S606698 U JPS606698 U JP S606698U
Authority
JP
Japan
Prior art keywords
concrete
joint structure
anchor bolt
steel
concrete member
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
JP9660683U
Other languages
Japanese (ja)
Inventor
菅原 忠夫
正 吉村
誠二 太田
Original Assignee
三井造船株式会社
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 by 三井造船株式会社 filed Critical 三井造船株式会社
Priority to JP9660683U priority Critical patent/JPS606698U/en
Publication of JPS606698U publication Critical patent/JPS606698U/en
Pending legal-status Critical Current

Links

Landscapes

  • Rod-Shaped Construction Members (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

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

第1図はコンクリート構造物の概略を示す説明図、第2
図はこのコンクリート構造物に波力が作用した場合の状
態を示す説明図、第3図は従来のアンカーホルトの固定
方法を示す図、第4図は本考案に係るアンカーホルトの
固定方法を示す説明図である。第5図はコンクリート構
造物の一実施例を示す断面図である。第6図〜第8図は
本考案の第1の実施例を示すもので、第6図は第5図の
部分Mを示す断面図、第7図は第6図のA−A断面図、
第8図はその斜視図である。第9図〜第11図は本考案
の第2の実施例を示すもので、第9図は継手構造の横断
面図、第10図は第9図B−B断面図、第11図はその
斜視図である。第12図〜第14図は本考案の第3の実
施例を示すもので、第12図は継手構造の断面図、第1
3図は第12図のC−C断面図、第14図はその斜視図
である。 1・・・・・・コンクリート部材、2・・・・・・鋼製
部材、3・・・・・・コンクリート・銅複合構造物、5
・・・・・・アンカーボルト、10・・・・・・コンク
リート部材、11・・・・・・−製部材、12・・・・
・・継手構造、lla・・・・・・粱、11 b−−−
−−−甲板、13a、  13b、 l 3C,13d
。 13e・・・・・・アンカーボルト、15・・・・・・
穴、16・・・・・・鉄筋。
Figure 1 is an explanatory diagram showing the outline of the concrete structure, Figure 2
The figure is an explanatory diagram showing the state when wave force acts on this concrete structure, Figure 3 is a diagram showing the conventional anchor bolt fixing method, and Figure 4 is a diagram showing the anchor bolt fixing method according to the present invention. It is an explanatory diagram. FIG. 5 is a sectional view showing an example of a concrete structure. 6 to 8 show a first embodiment of the present invention, FIG. 6 is a sectional view showing part M in FIG. 5, FIG. 7 is a sectional view taken along line A-A in FIG.
FIG. 8 is a perspective view thereof. 9 to 11 show a second embodiment of the present invention, in which FIG. 9 is a cross-sectional view of the joint structure, FIG. 10 is a sectional view taken along line B-B in FIG. 9, and FIG. FIG. 12 to 14 show the third embodiment of the present invention, in which FIG. 12 is a sectional view of the joint structure,
3 is a sectional view taken along the line CC in FIG. 12, and FIG. 14 is a perspective view thereof. 1... Concrete member, 2... Steel member, 3... Concrete/copper composite structure, 5
...Anchor bolt, 10...Concrete member, 11...-Made member, 12...
・・Joint structure, lla... 粱, 11 b---
---Deck, 13a, 13b, l 3C, 13d
. 13e・・・Anchor bolt, 15・・・・・・
Hole, 16...Reinforcing bar.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] コンクリート部材中に埋込んだアンカーボルトを銅製部
材に連結して構成した複合構造物において、前記アンカ
ーホルトの方向に、前記複合構造物に対して応力が作用
した際にアンカーボルトに剪断力が作用するように選定
して成るコンクリート部材と鋼製部材との継手構造。
In a composite structure constructed by connecting an anchor bolt embedded in a concrete member to a copper member, shearing force is applied to the anchor bolt when stress is applied to the composite structure in the direction of the anchor bolt. A joint structure between concrete members and steel members selected as follows.
JP9660683U 1983-06-24 1983-06-24 Joint structure between concrete member and steel member Pending JPS606698U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9660683U JPS606698U (en) 1983-06-24 1983-06-24 Joint structure between concrete member and steel member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9660683U JPS606698U (en) 1983-06-24 1983-06-24 Joint structure between concrete member and steel member

Publications (1)

Publication Number Publication Date
JPS606698U true JPS606698U (en) 1985-01-18

Family

ID=30230158

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9660683U Pending JPS606698U (en) 1983-06-24 1983-06-24 Joint structure between concrete member and steel member

Country Status (1)

Country Link
JP (1) JPS606698U (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5373821A (en) * 1976-11-05 1978-06-30 Nippon Kokan Kk Construction for connecting pillar and beam of building
JPS565292A (en) * 1979-06-28 1981-01-20 Taisei Corp Joining method for floating box body on the sea
JPS5699874A (en) * 1980-01-12 1981-08-11 Mitsui Eng & Shipbuild Co Ltd Slip-protective construction for composite structure

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5373821A (en) * 1976-11-05 1978-06-30 Nippon Kokan Kk Construction for connecting pillar and beam of building
JPS565292A (en) * 1979-06-28 1981-01-20 Taisei Corp Joining method for floating box body on the sea
JPS5699874A (en) * 1980-01-12 1981-08-11 Mitsui Eng & Shipbuild Co Ltd Slip-protective construction for composite structure

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