JPS5861785U - underground cave - Google Patents

underground cave

Info

Publication number
JPS5861785U
JPS5861785U JP15610181U JP15610181U JPS5861785U JP S5861785 U JPS5861785 U JP S5861785U JP 15610181 U JP15610181 U JP 15610181U JP 15610181 U JP15610181 U JP 15610181U JP S5861785 U JPS5861785 U JP S5861785U
Authority
JP
Japan
Prior art keywords
underground storage
cave
communication hole
storage cave
main
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
JP15610181U
Other languages
Japanese (ja)
Other versions
JPS6030228Y2 (en
Inventor
日影 秀治
克彦 熊谷
Original Assignee
戸田建設株式会社
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 戸田建設株式会社 filed Critical 戸田建設株式会社
Priority to JP15610181U priority Critical patent/JPS6030228Y2/en
Publication of JPS5861785U publication Critical patent/JPS5861785U/en
Application granted granted Critical
Publication of JPS6030228Y2 publication Critical patent/JPS6030228Y2/en
Expired 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 drawings]

°   第1図は本顆の★施例の地下洞の縦断面図、第
1 2図は第1図の■−■線の断面図、第3図は第1;
  図の■−■線の断面図、第4図は従来の地下洞の:
  縦断面図である。 [1・・・主地下貯蔵洞、1a・・・底部、2・・・従
地下貯i  蔵洞、3・・・連通孔、4・・・自然流用
連通孔、5・・・プ:  ラグ、6・・・パイプシャフ
ト、7・・・パイプシャフト、8・・・コンクリート底
床、9・・・ピボット。
° Figure 1 is a vertical cross-sectional view of the underground cave of the ★ example of the main condyle, Figure 12 is a cross-sectional view taken along the ■-■ line in Figure 1, and Figure 3 is the first;
A cross-sectional view taken along the line ■-■ in the figure, Figure 4 shows a conventional underground cave:
FIG. [1... Main underground storage cave, 1a... Bottom, 2... Secondary underground storage cave, 3... Communication hole, 4... Natural flow communication hole, 5... Plug: , 6... Pipe shaft, 7... Pipe shaft, 8... Concrete bottom floor, 9... Pivot.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 地下岩盤内に並列して水平に掘削形成された二本の主従
地下貯蔵側1,2の前後端下部を互いに送り込み連通孔
3及び自然流用達通孔4にて連紀し、主地下貯蔵洞1よ
り従地下貯蔵洞2へ貯蔵泪を送り込む片側の送り込み連
通孔3の入口側近(において送り込み連通孔3に直角で
且つ垂直にプラグ5を設けると共に、送り込み連通孔3
の入口の前部において主地下貯蔵洞1に上部より注入前
出用のパイプシャフト6.7を主地下貯蔵洞底剖1aの
近く迄挿入し、注入用パイプシャフト6の下端を送り込
み連通孔3側に曲折すると共に、パイプシャフト6の開
口端をプラグ5を貫通して従地下貯蔵洞2側の送り込み
連通孔3側に開口し、且つ従地下貯蔵洞2側の送り込み
連通孔3の底床部  部及びそれと連続する従地下貯蔵
洞2の底床部の:  一部にコンクリート底床8を形成
し、更に排出用1  パイプシャフト7を主地下貯蔵洞
1に設けたピボ1  ット9に挿入して成ることを特徴
とする地下洞。
The lower parts of the front and rear ends of the two main and subterranean underground storage sides 1 and 2, which are excavated horizontally in parallel in the underground bedrock, are fed into each other and connected through the communication hole 3 and the natural flow passage hole 4, forming the main underground storage cave. A plug 5 is installed perpendicularly and perpendicularly to the infeed communication hole 3 near the entrance of the infeed communication hole 3 on one side (near the inlet of the infeed communication hole 3 on one side that sends storage water from the underground storage cave 1 to the sub-underground storage cave 2).
Insert the pipe shaft 6.7 for pre-injection into the main underground storage cave 1 from above up to the vicinity of the main underground storage cave bottom 1a at the front of the entrance of the main underground storage cave 1, and feed the lower end of the pipe shaft 6 for injection into the communication hole 3. While bending to the side, the open end of the pipe shaft 6 passes through the plug 5 and opens to the feed communication hole 3 side on the side of the sub-underground storage cave 2, and the bottom floor of the feed communication hole 3 on the side of the sub-underground storage cave 2. A concrete bottom floor 8 is formed in a part of the bottom floor part of the sub-underground storage cave 2 which is continuous with the part, and a pipe shaft 7 for discharge is installed in the pivot 1 pivot 9 provided in the main underground storage cave 1. An underground cave characterized by being formed by insertion.
JP15610181U 1981-10-20 1981-10-20 underground cave Expired JPS6030228Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15610181U JPS6030228Y2 (en) 1981-10-20 1981-10-20 underground cave

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15610181U JPS6030228Y2 (en) 1981-10-20 1981-10-20 underground cave

Publications (2)

Publication Number Publication Date
JPS5861785U true JPS5861785U (en) 1983-04-26
JPS6030228Y2 JPS6030228Y2 (en) 1985-09-11

Family

ID=29948654

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15610181U Expired JPS6030228Y2 (en) 1981-10-20 1981-10-20 underground cave

Country Status (1)

Country Link
JP (1) JPS6030228Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20230133927A (en) 2021-03-18 2023-09-19 제이에프이 스틸 가부시키가이샤 Gas shielded arc welding method, method of manufacturing welded joints and welded joints

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20230133927A (en) 2021-03-18 2023-09-19 제이에프이 스틸 가부시키가이샤 Gas shielded arc welding method, method of manufacturing welded joints and welded joints

Also Published As

Publication number Publication date
JPS6030228Y2 (en) 1985-09-11

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