JPS6018149U - Underwater concrete placement equipment under deep water - Google Patents

Underwater concrete placement equipment under deep water

Info

Publication number
JPS6018149U
JPS6018149U JP10817383U JP10817383U JPS6018149U JP S6018149 U JPS6018149 U JP S6018149U JP 10817383 U JP10817383 U JP 10817383U JP 10817383 U JP10817383 U JP 10817383U JP S6018149 U JPS6018149 U JP S6018149U
Authority
JP
Japan
Prior art keywords
tube
valve
tremor
attached
storage
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
JP10817383U
Other languages
Japanese (ja)
Other versions
JPH027951Y2 (en
Inventor
梶岡 保夫
薬師寺 哲也
Original Assignee
清水建設株式会社
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 清水建設株式会社 filed Critical 清水建設株式会社
Priority to JP10817383U priority Critical patent/JPS6018149U/en
Publication of JPS6018149U publication Critical patent/JPS6018149U/en
Application granted granted Critical
Publication of JPH027951Y2 publication Critical patent/JPH027951Y2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Underground Or Underwater Handling Of Building Materials (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 the drawing]

図面はこの考案の一実施例を示すもので、第1図は側面
図、第2図は収納筒の拡大破断面図、第3図は第2図の
Y−Y線に沿う断面矢視図、第4図は開閉弁の構成図、
第5図は生コン投入開始時の収納筒の断面図、第6図は
生コン滞留時の収納筒の断面図、第7図はコンクリート
の打設開始時の収納筒の断面図、第8図はコンクリート
打設進行中の収納筒の断面図、第9図は収納筒の移動中
の状態を示す断面図である。 5・・・・・・ガイドパイプ、5a・・・・・・上端ガ
イドパイプ、6・・・・・・ランニンクフロック、9・
・・・・・ブーム、11a・・・・・・トレミ管、11
b・・・・・・接続トレミ管、11C・・・・・・下部
トレミ管、14・・・・・・開閉弁、14a・・・・・
・筒体、14b・・・・・・弁膜、14C・・・・・・
弁室、P・・・・・・ポンプ、18・・・・・・絞り弁
、16a・・・・・・収納筒、16b・・・・・・スラ
イド筒、S・・・・・・収納部。
The drawings show one embodiment of this invention; Fig. 1 is a side view, Fig. 2 is an enlarged broken section view of the storage cylinder, and Fig. 3 is a cross-sectional view taken along the Y-Y line in Fig. 2. , Figure 4 is a configuration diagram of the on-off valve,
Figure 5 is a sectional view of the storage cylinder at the start of pouring fresh concrete, Figure 6 is a sectional view of the storage cylinder when ready-mixed concrete is retained, Figure 7 is a sectional view of the storage cylinder at the beginning of concrete pouring, and Figure 8 is a sectional view of the storage cylinder at the start of pouring concrete. FIG. 9 is a cross-sectional view of the storage tube while concrete pouring is in progress, and FIG. 9 is a cross-sectional view showing the storage tube in a moving state. 5... Guide pipe, 5a... Upper end guide pipe, 6... Running flock, 9...
...Boom, 11a...Temperature tube, 11
b...Connection trembling pipe, 11C...Lower trembling pipe, 14...Opening/closing valve, 14a...
・Cylinder body, 14b...Valve membrane, 14C...
Valve chamber, P...pump, 18...throttle valve, 16a...storage tube, 16b...slide tube, S...storage Department.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 水底に立設されたガイドパイプに沿って昇降自在に設け
られたラーンニングブ爾ツクにブームが上下に回動自在
に取り付けられ、このブームにはコンクリートの打設時
に生コンを通すトレミ管が取り付けられ、このトレミ管
の下端には、筒体内面に弁膜を張設□しかつ筒体と弁膜
との間に弁室を形成した開閉弁が取り付けられ、上記弁
室の一部はポンプに連絡され弁室の他の部分は絞り弁を
介して開放されるとともに、上記開閉弁より上方のトレ
ミ管の外周部にはトレミ管を覆ってトレミ管の周囲に収
納部を形成する収納筒が取り付けられる一方、この収納
筒にはスライド筒が長さ方向に摺動自在に嵌合され、上
記収納筒またはスライド筒には収納筒に対してスライド
筒を摺動させスライド筒によって開閉弁を掩蔽あるいは
露出させる昇降手段が付設されて成ることを特徴とする
大水深下における水中コンクリート打設装置。
A boom is attached to a learning book that can be moved up and down along a guide pipe set up on the bottom of the water so that it can rotate up and down, and a tremor pipe that passes ready-mixed concrete during concrete pouring is attached to this boom. At the lower end of this tremie tube, an on-off valve is attached, in which a valve membrane is stretched on the inner surface of the cylinder and a valve chamber is formed between the cylinder and the valve membrane, and a part of the valve chamber is connected to the pump. The other part of the chamber is opened via a throttle valve, and a storage cylinder is attached to the outer periphery of the tremor tube above the opening/closing valve to cover the tremor tube and form a storage section around the tremor tube. A slide tube is fitted into the storage tube so as to be slidable in the length direction, and the slide tube is slid against the storage tube to cover or expose the on-off valve with the slide tube. 1. An underwater concrete placement device under deep water, characterized by being equipped with a lifting means.
JP10817383U 1983-07-12 1983-07-12 Underwater concrete placement equipment under deep water Granted JPS6018149U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10817383U JPS6018149U (en) 1983-07-12 1983-07-12 Underwater concrete placement equipment under deep water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10817383U JPS6018149U (en) 1983-07-12 1983-07-12 Underwater concrete placement equipment under deep water

Publications (2)

Publication Number Publication Date
JPS6018149U true JPS6018149U (en) 1985-02-07
JPH027951Y2 JPH027951Y2 (en) 1990-02-26

Family

ID=30252479

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10817383U Granted JPS6018149U (en) 1983-07-12 1983-07-12 Underwater concrete placement equipment under deep water

Country Status (1)

Country Link
JP (1) JPS6018149U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017071901A (en) * 2015-10-05 2017-04-13 中国電力株式会社 Underwater compaction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017071901A (en) * 2015-10-05 2017-04-13 中国電力株式会社 Underwater compaction method

Also Published As

Publication number Publication date
JPH027951Y2 (en) 1990-02-26

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