JPS635158U - - Google Patents

Info

Publication number
JPS635158U
JPS635158U JP9842686U JP9842686U JPS635158U JP S635158 U JPS635158 U JP S635158U JP 9842686 U JP9842686 U JP 9842686U JP 9842686 U JP9842686 U JP 9842686U JP S635158 U JPS635158 U JP S635158U
Authority
JP
Japan
Prior art keywords
recesses
base
concrete
cap
gate wall
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
JP9842686U
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 JP9842686U priority Critical patent/JPS635158U/ja
Publication of JPS635158U publication Critical patent/JPS635158U/ja
Pending legal-status Critical Current

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  • Fencing (AREA)

Description

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

第1図は本考案の門塀の1実施例における部分
断面図であり、第2図は笠木部用型枠の部分斜視
図、第3図は立桟上面の他の実施例を示す部分断
面図である。 1……門塀、2……土台部、3……支柱部、4
……笠木部、5……冊部、6……立桟、21……
土台部用鉄筋組枠、22……凹部、31……支柱
部用鉄筋組枠、41……笠木部用鉄筋組枠、61
……軸芯、62……凹部、63……支持杆、64
……凹部、7……笠木部用型枠。
Fig. 1 is a partial cross-sectional view of one embodiment of the gate wall of the present invention, Fig. 2 is a partial perspective view of the formwork for the cap and wood, and Fig. 3 is a partial cross-section showing another embodiment of the top surface of the vertical pier. It is a diagram. 1... Gate wall, 2... Foundation part, 3... Support part, 4
...Kasakibe, 5...Shobu, 6...Tachisan, 21...
Reinforcing bar framework for base part, 22... Reinforced part, 31... Reinforcing bar framework for column part, 41... Reinforcing bar framework for Kasagi part, 61
... Axis core, 62 ... Recess, 63 ... Support rod, 64
...Concave part, 7... Formwork for the Kasaki part.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 土台部と支柱部と笠木部をそれぞれの鉄筋組枠
にコンクリートを肉付けして形成し、土台部上面
の所望箇所に凹部を穿設し、立桟底面の凹部を土
台部の凹部に対向せしめると共に両部孔内にコン
クリートを流し込んで結合し、且つ、立桟の上部
周囲を笠木部下面内に一体的に埋設してなること
を特徴とするコンクリート製門塀。
The base, pillars, and caps are formed by adding concrete to their respective reinforcing frames, recesses are bored at desired locations on the top of the base, and the recesses on the bottom of the vertical beam are made to face the recesses on the base. A concrete gate wall characterized in that both parts are joined by pouring concrete into the holes, and the upper part of the standing pier is integrally buried in the lower surface of the cap.
JP9842686U 1986-06-27 1986-06-27 Pending JPS635158U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9842686U JPS635158U (en) 1986-06-27 1986-06-27

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9842686U JPS635158U (en) 1986-06-27 1986-06-27

Publications (1)

Publication Number Publication Date
JPS635158U true JPS635158U (en) 1988-01-13

Family

ID=30966350

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9842686U Pending JPS635158U (en) 1986-06-27 1986-06-27

Country Status (1)

Country Link
JP (1) JPS635158U (en)

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