JPH0344822Y2 - - Google Patents

Info

Publication number
JPH0344822Y2
JPH0344822Y2 JP1985078864U JP7886485U JPH0344822Y2 JP H0344822 Y2 JPH0344822 Y2 JP H0344822Y2 JP 1985078864 U JP1985078864 U JP 1985078864U JP 7886485 U JP7886485 U JP 7886485U JP H0344822 Y2 JPH0344822 Y2 JP H0344822Y2
Authority
JP
Japan
Prior art keywords
water
water seal
tunnel
borehole
main pipe
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.)
Expired
Application number
JP1985078864U
Other languages
Japanese (ja)
Other versions
JPS61198341U (en
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 JP1985078864U priority Critical patent/JPH0344822Y2/ja
Publication of JPS61198341U publication Critical patent/JPS61198341U/ja
Application granted granted Critical
Publication of JPH0344822Y2 publication Critical patent/JPH0344822Y2/ja
Expired legal-status Critical Current

Links

Classifications

    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00—Energy generation through renewable energy sources
    • Y02E10/20—Hydro energy

Description

【考案の詳細な説明】 産業上の利用分野 地下洞の上部に形成した配管トンネル(サービ
ストンネル)の下部に水封室を設けその上にコン
クリート舗装床を形成し、配管トンネルと水封ト
ンネルを同一のトンネルとし建設コストを下げる
ようにした地下洞における配管トンネルに係るも
のである。
[Detailed description of the invention] Industrial application field A water seal chamber is provided at the bottom of a piping tunnel (service tunnel) formed in the upper part of an underground cavern, and a concrete paved floor is formed on top of the water seal chamber, thereby forming a piping tunnel and a water seal tunnel. This relates to a pipe tunnel in an underground cave that is made into the same tunnel to reduce construction costs.

従来の技術 一般に岩盤内水封タンク(貯油槽)では、自然
地下水位が低下し、水封機能が保持できない場
合、水封タンクと払出しシヤフトで連結した配管
トンネルとは別に地下水供給用の水封トンネル及
び水封ボーリングを設けるのが普通であつて、こ
の場合、水供給用の水封トンネル及び水封ボーリ
ングを施工する費用が増大し費用コスト全体が高
くつく等の欠点を有していたものである。
Conventional technology In general, in a rock-based water seal tank (oil storage tank), when the natural groundwater level drops and the water seal function cannot be maintained, a water seal for underground water supply is installed separately from the piping tunnel connected to the water seal tank by a delivery shaft. It is common to install tunnels and water seal borings, but in this case, the cost of constructing water seal tunnels and water seal borings for water supply increases, resulting in higher overall costs. It is.

前記欠点に鑑み改良した技術が実公昭60−3155
号として知られ、その技術とは地下洞の上部に形
成した配管トンネルの下部に砂利を敷き透水性層
を形成し、層の上部にコンクリート床を形成する
と共に、コンクリート床と配管トンネルの壁面と
の連接部において壁面の周囲の一部又は全面に沿
つて水層部を形成したものであるが、これでは水
封ボーリング孔及び水封トンネルに圧力水を送水
することはできないものである。
The technology improved in view of the above drawbacks was published in 1983-3155.
The technology is to lay gravel at the bottom of a pipe tunnel formed at the top of an underground cavern to form a permeable layer, form a concrete floor on top of the layer, and connect the concrete floor to the wall of the pipe tunnel. A water layer is formed along part or all of the periphery of the wall at the connecting part of the wall, but this makes it impossible to send pressurized water to the water-seal borehole and water-seal tunnel.

考案が解決しようとする問題点 水供給用の水封トンネル及び水封ボーリングを
施工する費用の節約、水封ボーリング孔より地下
洞周囲の岩盤内に確実に水を圧入して供給してや
ることにより水封を保たせる問題点を解決しよう
とするものである。
Problems that the invention aims to solve: Saving the cost of constructing water seal tunnels and water seal borings for water supply, and supplying water by reliably injecting water into the rock around underground caves through water seal boreholes. This is an attempt to solve the problem of maintaining the seal.

問題点を解決するための手段 地下洞の上部に形成した配管トンネルの下部に
おいて、底面より一定高さを保たせて鉄筋入りコ
ンクリート舗装床を形成して水封室を形成し、底
面とコンクリート舗装床間で壁部に水平又は斜め
の水封ボーリング孔を複数本設けると共に水封室
の中央で長手方向全長にわたつて圧力水供給用の
本管を配設し、且つ水封ボーリング孔内に枝管を
配設し、該枝管を本管に連結開口し、底面とコン
クリート舗装床で形成する水封室の本管に圧力水
を供給しそれと連通する枝管より水封ボーリング
孔に圧力水を圧送し水封ボーリング孔及び水封室
に圧力水を満たして地下洞周囲の岩盤内に水を圧
入して供給してやることにより水封を保つことが
でき、自然地下水位が高くなつたとき底面と舗装
床間の水をポンプで外部に送り出してやればよい
ものである。
Measures to solve the problem At the bottom of the piping tunnel formed at the top of the underground cave, a reinforced concrete pavement floor is formed at a constant height from the bottom to form a water seal chamber, and the bottom and concrete pavement are A plurality of horizontal or diagonal water seal boreholes are provided in the wall between the floors, and a main pipe for supplying pressure water is installed along the entire length in the longitudinal direction in the center of the water seal room, and inside the water seal borehole. A branch pipe is installed, and the branch pipe is connected to the main pipe and opened to supply pressurized water to the main pipe of the water seal chamber formed by the bottom and concrete paved floor, and the branch pipe communicating with it supplies pressure to the water seal borehole. By pumping water and filling the water-seal borehole and water-seal chamber with pressurized water and supplying the water by pressurizing it into the rock surrounding the underground cave, water seals can be maintained, and when the natural groundwater level rises. All you have to do is pump the water between the bottom and the paved floor to the outside.

実施例 地下洞1の上部に形成した配管トンネル2の下
部において、底面3より一定高さhを保たせて、
例えば水封ボーリング孔4が十分に開口できる高
さを保たせて鉄筋5入りコンクリート舗装床6を
形成して水封室7を形成し、底面3とコンクリー
ト舗装床6間で壁部7′に水平又は斜めの水封ボ
ーリング孔4を複数本設けると共に水封室7の中
央で長手方向全長にわたつて圧力水供給用の本管
8を配設し、且つ水封ボーリング孔4内に枝管9
を配設し、該枝管9を本管8に連結開口するもの
である。本管8は圧力水の圧送用ポンプ(図示せ
ず)に連結しておくものである。
Example At the lower part of the piping tunnel 2 formed in the upper part of the underground cave 1, a constant height h is maintained from the bottom surface 3,
For example, a water seal chamber 7 is formed by forming a concrete paved floor 6 with reinforcing bars 5 at a height that allows the water seal borehole 4 to open sufficiently, and a wall 7' is formed between the bottom surface 3 and the concrete paved floor 6. A plurality of horizontal or diagonal water seal boreholes 4 are provided, and a main pipe 8 for supplying pressure water is provided in the center of the water seal chamber 7 over the entire length in the longitudinal direction, and a branch pipe is provided in the water seal borehole 4. 9
The branch pipe 9 is connected and opened to the main pipe 8. The main pipe 8 is connected to a pump (not shown) for feeding pressure water.

作 用 自然地下水位が低下して地下洞1の周囲の水封
機能が保持できないとき、水封室7内の本管8に
圧力水をポンプ(図示せず)で圧送し水封ボーリ
ング孔4内の枝管9より水封ボーリング孔4及び
水封室7内に圧力水を満たすことによつて地下洞
1周囲の岩盤内に水を圧入して供給してやること
により水封を保つことができ、自然地下水位が高
くなつたとき水封室7の水をポンプで外部に送り
出してやればよいものである。
Function When the natural groundwater level drops and the water seal function around the underground cavern 1 cannot be maintained, pressure water is pumped to the main pipe 8 in the water seal chamber 7 using a pump (not shown) to seal the water seal in the borehole 4. By filling the water seal borehole 4 and the water seal chamber 7 with pressurized water from the inner branch pipe 9, water can be maintained by pressurizing and supplying water into the bedrock surrounding the underground cave 1. When the natural groundwater level rises, the water in the water seal chamber 7 can be pumped out to the outside.

考案の効果 水封室に連結開口する水封ボーリング孔が形成
され、本管より枝管を介して水封ボーリング孔内
に直接圧力水を送ることができるので確実に圧力
水を水封ボーリング孔から満し始め、その後水封
室を満すようにするので水封ボーリング孔及び水
封室を介して地下洞周囲の岩盤内に水を圧水供給
して水封を保つことができるものである。
Effects of the invention: A water seal borehole is formed that connects to the water seal chamber, and pressurized water can be sent directly into the water seal borehole from the main pipe through a branch pipe, ensuring that pressure water is delivered to the water seal borehole. Since the system starts filling the underground cave from the ground up and then fills the water seal chamber, it is possible to maintain the water seal by supplying water under pressure into the rock around the underground cave through the water seal borehole and the water seal chamber. be.

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

第1図及び第2図は全体の縦断面図及び横断面
図、第3図は配管トンネルの拡大断面図である。
1 and 2 are a longitudinal sectional view and a cross sectional view of the entire structure, and FIG. 3 is an enlarged sectional view of the piping tunnel.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 地下洞の上部に形成した配管トンネルの下部に
おいて、底面より一定高さを保たせて鉄筋入りコ
ンクリート舗装床を形成して水封室を形成し、底
面とコンクリート舗装床間で壁部に水平又は斜め
の水封ボーリング孔を複数本設けると共に水封室
の中央で長手方向全長にわたつて圧力水供給用の
本管を配設し、且つ水封ボーリング孔内に枝管を
配設し、該枝管を本管に連結開口して成る地下洞
における配管トンネル。
At the bottom of the piping tunnel formed in the upper part of the underground cave, a reinforced concrete paved floor is formed at a constant height from the bottom to form a water seal chamber, and between the bottom and the concrete paved floor, a horizontal or A plurality of diagonal water seal boreholes are provided, and a main pipe for supplying pressure water is provided in the center of the water seal chamber along the entire length in the longitudinal direction, and branch pipes are arranged in the water seal borehole, and A plumbing tunnel in an underground cavern consisting of openings connecting branch pipes to the main pipe.
JP1985078864U 1985-05-27 1985-05-27 Expired JPH0344822Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1985078864U JPH0344822Y2 (en) 1985-05-27 1985-05-27

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1985078864U JPH0344822Y2 (en) 1985-05-27 1985-05-27

Publications (2)

Publication Number Publication Date
JPS61198341U JPS61198341U (en) 1986-12-11
JPH0344822Y2 true JPH0344822Y2 (en) 1991-09-20

Family

ID=30623239

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1985078864U Expired JPH0344822Y2 (en) 1985-05-27 1985-05-27

Country Status (1)

Country Link
JP (1) JPH0344822Y2 (en)

Also Published As

Publication number Publication date
JPS61198341U (en) 1986-12-11

Similar Documents

Publication Publication Date Title
CN100464055C (en) Construction method of shallow buried underground excavating tunnel super large section using PBA method
CN103590425B (en) A kind of Peaty soft soil stratum subway station construction technology
CN101603309B (en) Occlusive pile of long spiral stirring water-stop curtain and construction process thereof
CN106930777B (en) The construction method that Bored Section of Metro main track assembled two serves as a contrast
CN105840207A (en) Cross shallow buried bias pressure loose accumulation body large-span tunnel comprehensive entrance structure construction method
CN106320354B (en) The Seepage method on solution cavity development stratum under coating
CN103775110A (en) Underground excavation construction method for multilayer underground space of soft soil area
CN110331992A (en) A kind of hole daguanpeng construction method
CN106930775A (en) The firm structure building enclosure of shallow embedding mountain highway tunnel gate-type campshed and its construction method
CN109914474A (en) A kind of pipe gallery U-type groove, which is excavated, presses push construction method
US11566390B2 (en) Construction method of reclaiming land from the sea based on basement utilization
CN106285775A (en) Cover goaf filling under a kind of structures and expand bag and construction method
CN111119931A (en) Deformation control construction method for shallow-buried and underground-excavated foundation of pebble stratum power tunnel
CN206859259U (en) A kind of pipe gallery
CN108867673A (en) A kind of underwater prevention method in the foundation pit based on the curtain that draws water
CN112302718A (en) Method for protecting water resource of water-bearing stratum of coal seam roof
CN104763431A (en) Novel shaft construction method
JPH0344821Y2 (en)
CN107152034A (en) A kind of pipe gallery and its construction method
CN1361333A (en) Tracing compensation and grouting process to control formation displacement
CN115217146B (en) An anti-floating underground building structure
CN108518241A (en) A kind of heavy method of harnessing the river of water rock joint slip casting filling stope control
CN213653500U (en) A deep foundation pit drainage structure
CN212272202U (en) Grouting water stop and stratum reinforcing structure around pipeline in soft soil stratum
CN204825916U (en) Highly permeable stratum deep basal pit back cover stagnant water structure