JPS6022530U - Continuous underground wall vertical joint structure - Google Patents

Continuous underground wall vertical joint structure

Info

Publication number
JPS6022530U
JPS6022530U JP11443983U JP11443983U JPS6022530U JP S6022530 U JPS6022530 U JP S6022530U JP 11443983 U JP11443983 U JP 11443983U JP 11443983 U JP11443983 U JP 11443983U JP S6022530 U JPS6022530 U JP S6022530U
Authority
JP
Japan
Prior art keywords
continuous underground
wall
underground wall
vertical joint
reinforcing bars
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.)
Granted
Application number
JP11443983U
Other languages
Japanese (ja)
Other versions
JPS6343239Y2 (en
Inventor
城戸 高雄
Original Assignee
五洋建設株式会社
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 五洋建設株式会社 filed Critical 五洋建設株式会社
Priority to JP11443983U priority Critical patent/JPS6022530U/en
Publication of JPS6022530U publication Critical patent/JPS6022530U/en
Application granted granted Critical
Publication of JPS6343239Y2 publication Critical patent/JPS6343239Y2/ja
Granted legal-status Critical Current

Links

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 the drawing]

第1図は従来の連続地中壁の施工手順の一例を示す概略
工程図、第2図は本考案に係る連続地中壁の鉛直継手構
造の一実施例の要部を示す拡大断面図、第3図はこれを
用いた連続地中壁の施工手順を示す概略工程図、第4図
は本考案の他の実施例の要部を示す拡大断面図である。 11.12・・・・・・トレンチ、2,6・・・・・・
鉄筋籠、21.61・・・・・・水平鉄筋、22・・・
・・・鉛直鉄筋、31・・・・・・仕切鋼板、32・・
・・・・剪断補強鉄筋、33・・・・・・シート、34
.35・・・・・・透L36,37・・・・・・固定板
、5・・・・・・コンクリート。 第3図 第4図
FIG. 1 is a schematic process diagram showing an example of a conventional continuous underground wall construction procedure, and FIG. 2 is an enlarged sectional view showing a main part of an embodiment of a vertical joint structure for a continuous underground wall according to the present invention. FIG. 3 is a schematic process diagram showing the procedure for constructing a continuous underground wall using this method, and FIG. 4 is an enlarged sectional view showing the main parts of another embodiment of the present invention. 11.12...Trench, 2,6...
Rebar cage, 21.61...Horizontal reinforcing bar, 22...
...Vertical reinforcing bar, 31...Partition steel plate, 32...
... Shear reinforcement reinforcing bar, 33 ... Sheet, 34
.. 35... Transparent L36, 37... Fixed plate, 5... Concrete. Figure 3 Figure 4

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 連続地中壁を構築する際に先行壁と後行壁との境に配置
され、先行壁の鉄筋籠の水平鉄筋が貫通する仕切鋼板、
この仕切鋼板に貫通して取付けられた剪断補強鉄筋等で
形成される連続地中壁の鉛直継手構造に於て、仕切銅板
の所定の位置に、前記先行壁の鉄筋籠の水平鉄筋が貫通
する透孔およυ・剪断補強鉄筋が貫通する透孔をあけ、
これらの透孔に接するように固定板を固着配置するとと
もに、この固定板と透孔を貫通した前記水平鉄筋あるい
は剪断補強鉄筋とを溶接固定したことを特徴とする連続
地中壁の鉛直継手装置。
When constructing a continuous underground wall, a partition steel plate is placed at the boundary between the leading wall and the trailing wall, and is penetrated by the horizontal reinforcing bars of the reinforcing bar cage of the leading wall.
In the vertical joint structure of a continuous underground wall formed by shear reinforcing reinforcing bars etc. that are attached through the partition steel plate, the horizontal reinforcing bars of the reinforcing bar cage of the preceding wall penetrate at a predetermined position of the partition copper plate. A through hole and a through hole through which the shear reinforcing reinforcing bar passes through are drilled.
A vertical joint device for a continuous underground wall, characterized in that a fixing plate is fixedly arranged so as to be in contact with these through holes, and the fixing plate and the horizontal reinforcing bars or shear reinforcing bars passing through the through holes are fixed by welding. .
JP11443983U 1983-07-25 1983-07-25 Continuous underground wall vertical joint structure Granted JPS6022530U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11443983U JPS6022530U (en) 1983-07-25 1983-07-25 Continuous underground wall vertical joint structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11443983U JPS6022530U (en) 1983-07-25 1983-07-25 Continuous underground wall vertical joint structure

Publications (2)

Publication Number Publication Date
JPS6022530U true JPS6022530U (en) 1985-02-16
JPS6343239Y2 JPS6343239Y2 (en) 1988-11-11

Family

ID=30264542

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11443983U Granted JPS6022530U (en) 1983-07-25 1983-07-25 Continuous underground wall vertical joint structure

Country Status (1)

Country Link
JP (1) JPS6022530U (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4891811A (en) * 1971-12-13 1973-11-29
JPS4913404A (en) * 1972-05-22 1974-02-05

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4891811A (en) * 1971-12-13 1973-11-29
JPS4913404A (en) * 1972-05-22 1974-02-05

Also Published As

Publication number Publication date
JPS6343239Y2 (en) 1988-11-11

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