CN109469027A - A kind of flood discharging tunnel water inlet structure by reconstruction of diversion tunnel - Google Patents

A kind of flood discharging tunnel water inlet structure by reconstruction of diversion tunnel Download PDF

Info

Publication number
CN109469027A
CN109469027A CN201811495260.5A CN201811495260A CN109469027A CN 109469027 A CN109469027 A CN 109469027A CN 201811495260 A CN201811495260 A CN 201811495260A CN 109469027 A CN109469027 A CN 109469027A
Authority
CN
China
Prior art keywords
tunnel
water inlet
flood discharge
flood
diversion
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.)
Withdrawn
Application number
CN201811495260.5A
Other languages
Chinese (zh)
Inventor
李社凤
高传彬
居浩
李刚
陈小东
周浩
房彬
李丹丹
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
PowerChina Guiyang Engineering Corp Ltd
Original Assignee
PowerChina Guiyang Engineering Corp Ltd
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 PowerChina Guiyang Engineering Corp Ltd filed Critical PowerChina Guiyang Engineering Corp Ltd
Priority to CN201811495260.5A priority Critical patent/CN109469027A/en
Publication of CN109469027A publication Critical patent/CN109469027A/en
Withdrawn legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B8/00Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
    • E02B8/06Spillways; Devices for dissipation of energy, e.g. for reducing eddies also for lock or dry-dock gates

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

The present invention provides a kind of flood discharging tunnel water inlet structures by reconstruction of diversion tunnel, including flood discharge emptying tunnel;Flood discharge emptying tunnel includes flood discharge emptying tunnel barrel and the flood discharge emptying tunnel water inlet that flood discharge emptying tunnel barrel one end is arranged in, and flood discharge emptying tunnel water inlet is vertical water inlet;The flood discharge emptying tunnel barrel is equipped with flood discharge emptying tunnel gate, and the side of flood discharge emptying tunnel water inlet is successively arranged blocking concrete for diversion tunnel plug, blocking sluice gate of diversion tunnel, diversion tunnel water inlet.Traditional horizontal water inflow mouth is transformed into vertical water inlet by the present invention, its structure is relatively easy, when construction, it is influenced by upstream water level relatively small, reduce construction interference, not only improvement project amount is relatively small, while reducing reconstruction of diversion tunnel into the difficulty of construction of flood discharging tunnel import, accelerates construction speed.

Description

A kind of flood discharging tunnel water inlet structure by reconstruction of diversion tunnel
Technical field
The present invention relates to a kind of flood discharging tunnel water inlet structures by reconstruction of diversion tunnel, belong to hydraulic and hydroelectric engineering technology neck Domain is related to the water inlet structure of the flood discharging tunnel of reservoir spillway building construction more particularly to reservoir reconstruction of diversion tunnel, is suitable for big The structures such as part rebuilding conduit into flood release tunnel.
Background technique
During reservoir construction, it is usually permanent flood discharging tunnel by construction time temporay building reconstruction of diversion tunnel, can reduces Project amount and reduction construction investment.
At present in reconstruction, usually excavates diversion tunnel first section tunnel and rearrange water inlet, therefore have centainly Difficulty of construction, for medium and small reservoirs, permanent flood discharging tunnel input elevation and inlet of diversion tunnel elevation height difference are smaller, Traditional digging mode is long in time limit and construction technical requirement is high.
A kind of structure that diversion tunnel and flood discharging tunnel as disclosed in the Chinese patent application No. is 2015206000560 combine, A kind of simple, the easy for construction Diversion & Flood-discharge Cave structure of structure disclosed in Chinese patent application No. is 2011200297128, Shen Please a kind of reservoir diversion tunnel backfill reconstruction flood discharging tunnel disclosed in the Chinese patent number for 2014201781598 structure, lead The structure that reconstruction flood discharging tunnel in stream hole is combined, all avoids secondary excavation flood discharging tunnel, reduces difficulty of construction and cost, shorten Construction period.But the application, in the stem of diversion tunnel and flood discharging tunnel, water inlet portion structure is combined transformation, improved to let out Hongdong water inlet structure is vertical direction, i.e., traditional horizontal water inflow mouth is transformed into vertical water inlet, and structure is relatively easy, Structure construction influenced by upstream water level it is relatively small, construction interference reduce, not only improvement project amount is relatively small, reduces simultaneously Reconstruction of diversion tunnel accelerates construction speed at the difficulty of construction of flood discharging tunnel import.
Summary of the invention
In order to solve the above technical problems, the present invention provides a kind of flood discharging tunnel water inlet structure by reconstruction of diversion tunnel, it should Traditional horizontal water inflow mouth is transformed into vertical water inlet by the flood discharging tunnel water inlet structure of reconstruction of diversion tunnel, structure is relatively simple Singly, structure construction is influenced relatively small by upstream water level, and construction interference is reduced, and not only improvement project amount is relatively small, drops simultaneously Low difficulty of construction of the reconstruction of diversion tunnel at flood discharging tunnel import, accelerates construction speed.
The present invention is achieved by the following technical programs.
A kind of flood discharging tunnel water inlet structure by reconstruction of diversion tunnel provided by the invention, including flood discharge emptying tunnel;Flood discharge is put Cavity includes flood discharge emptying tunnel barrel and the flood discharge emptying tunnel water inlet that flood discharge emptying tunnel barrel one end is arranged in, flood discharge emptying tunnel Water inlet is vertical water inlet;The flood discharge emptying tunnel barrel is equipped with flood discharge emptying tunnel gate, flood discharge emptying tunnel water inlet Side is successively arranged blocking concrete for diversion tunnel plug, blocking sluice gate of diversion tunnel, diversion tunnel water inlet.
The flood discharge emptying tunnel water inlet and the radian of flood discharge emptying tunnel barrel junction are 90 °~135 °.
The blocking concrete for diversion tunnel plug with a thickness of 175~1050cm.
The distance between the diversion tunnel water inlet and flood discharge emptying tunnel water inlet are 550~1120cm.
The beneficial effects of the present invention are: traditional horizontal water inflow mouth is transformed into vertical water inlet, structure is opposite Simply, when construction, influenced by upstream water level it is relatively small, reduce construction interference, not only improvement project amount is relatively small, simultaneously Reconstruction of diversion tunnel is reduced into the difficulty of construction of flood discharging tunnel import, accelerates construction speed.
Detailed description of the invention
Fig. 1 is structural schematic diagram of the invention;
Fig. 2 is the sectional view of Parallel to the flow direction of the present invention;
Fig. 3 is the enlarged drawing at Fig. 2 a;
In figure: 1- flood discharge emptying tunnel water inlet, 2- diversion tunnel water inlet, 3- blocking sluice gate of diversion tunnel, 4- diversion tunnel block Concrete plug, 5- ground line, 6- water inlet excavation contour line, 7- flood discharge emptying tunnel barrel, 8- flood discharge emptying tunnel gate.
Specific embodiment
Be described further below technical solution of the present invention, but claimed range be not limited to it is described.
As shown in FIG. 1 to 3, a kind of flood discharging tunnel water inlet structure by reconstruction of diversion tunnel, including flood discharge emptying tunnel is (by leading Stream hole is transformed);Flood discharge emptying tunnel includes flood discharge emptying tunnel barrel 7 and the flood discharge that 7 one end of flood discharge emptying tunnel barrel is arranged in Emptying tunnel water inlet 1, flood discharge emptying tunnel water inlet 1 are vertical water inlet;The flood discharge emptying tunnel barrel 7 is vented equipped with flood discharge Hole gate 8, the side of flood discharge emptying tunnel water inlet 1 be successively arranged blocking concrete for diversion tunnel plug 4, blocking sluice gate of diversion tunnel 3, Diversion tunnel water inlet 2.
The flood discharge emptying tunnel water inlet 1 and the radian of 7 junction of flood discharge emptying tunnel barrel are 90 °~135 °.
The blocking concrete for diversion tunnel plug 4 with a thickness of 175~1050cm.
The distance between the diversion tunnel water inlet 2 and flood discharge emptying tunnel water inlet 1 are 550~1120cm.
Further, this structure setting needs first to excavate out water inlet excavation contour line in ground line 5 hereinafter, when constructing 6。
Traditional horizontal water inflow mouth is transformed into vertical water inlet by the present invention, and structure is relatively easy, structure construction by Upstream water level influence is relatively small, and construction interference is reduced, and not only improvement project amount is relatively small, while reducing reconstruction of diversion tunnel At the difficulty of construction of flood discharging tunnel import, construction speed is accelerated.

Claims (4)

1. a kind of flood discharging tunnel water inlet structure by reconstruction of diversion tunnel, including flood discharge emptying tunnel, it is characterised in that: flood discharge emptying tunnel Flood discharge emptying tunnel water inlet (1) including flood discharge emptying tunnel barrel (7) and setting in flood discharge emptying tunnel barrel (7) one end, flood discharge Emptying tunnel water inlet (1) is vertical water inlet;The flood discharge emptying tunnel barrel (7) is equipped with flood discharge emptying tunnel gate (8), flood discharge The side of emptying tunnel water inlet (1) is successively arranged blocking concrete for diversion tunnel plug (4), blocking sluice gate of diversion tunnel (3), diversion tunnel Water inlet (2).
2. as described in claim 1 by the flood discharging tunnel water inlet structure of reconstruction of diversion tunnel, it is characterised in that: the flood discharge emptying Hole water inlet (1) and the radian of flood discharge emptying tunnel barrel (7) junction are 90 °~135 °.
3. as described in claim 1 by the flood discharging tunnel water inlet structure of reconstruction of diversion tunnel, it is characterised in that: the diversion tunnel envelope Stifled concrete plug (4) with a thickness of 175~1050cm.
4. as described in claim 1 by the flood discharging tunnel water inlet structure of reconstruction of diversion tunnel, it is characterised in that: the diversion tunnel into The distance between the mouth of a river (2) and flood discharge emptying tunnel water inlet (1) are 550~1120cm.
CN201811495260.5A 2018-12-07 2018-12-07 A kind of flood discharging tunnel water inlet structure by reconstruction of diversion tunnel Withdrawn CN109469027A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811495260.5A CN109469027A (en) 2018-12-07 2018-12-07 A kind of flood discharging tunnel water inlet structure by reconstruction of diversion tunnel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811495260.5A CN109469027A (en) 2018-12-07 2018-12-07 A kind of flood discharging tunnel water inlet structure by reconstruction of diversion tunnel

Publications (1)

Publication Number Publication Date
CN109469027A true CN109469027A (en) 2019-03-15

Family

ID=65674518

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201811495260.5A Withdrawn CN109469027A (en) 2018-12-07 2018-12-07 A kind of flood discharging tunnel water inlet structure by reconstruction of diversion tunnel

Country Status (1)

Country Link
CN (1) CN109469027A (en)

Similar Documents

Publication Publication Date Title
CN105155484A (en) Method for reconstructing temporary diversion tunnel into permanent flood discharge facility
CN104963322A (en) Hydraulic junction facility
CN205205793U (en) Water delivery that utilizes diversion tunnel reconstruction hole makeup of imports of emptyying simultaneously
CN212077859U (en) Tunnel structure capable of being used for diversion, flood discharge and emptying
CN203795398U (en) Structure for backfilling and reconstructing diversion hole of reservoir into flood discharge hole
CN209482271U (en) A kind of flood discharging tunnel water inlet structure by reconstruction of diversion tunnel
CN109469027A (en) A kind of flood discharging tunnel water inlet structure by reconstruction of diversion tunnel
CN204212168U (en) A kind of dam water-retaining structure utilizing solution cavity to combine to build a dam
CN202440787U (en) Riverway diversion device
CN104005448B (en) A kind of Wall in Plain Reservoir intake structure
CN203769790U (en) Shield tunneling machine with shield tail top provided with synchronous grouting device and synchronous grouting device
CN107268547B (en) Karst funnel reservoir and flood discharge building and construction method thereof
CN208733572U (en) A kind of non-pressure tunnel access path with blow vent
CN205348131U (en) Diversion tunnel rebuilds to air vent after radial gate control
CN210262966U (en) Reconstruction ecological water drainage hole structure combined with permanent plug
CN205152918U (en) Structure that diversion tunnel and flood discharge hole combine
CN203684195U (en) Lip air entrainment system for water delivery valve of high-lift ship lock
CN210263095U (en) Full-tunnel section maintenance cofferdam structure of diversion tunnel in early and middle period
CN112064601A (en) Diversion tunnel and emptying tunnel combined structure for extra-high rock-fill dam and construction method
CN103898880B (en) The method of reservoir Diversion Tunnel backfill reconstruction flood discharging tunnel
CN203947523U (en) A kind of Wall in Plain Reservoir intake structure
CN103758099B (en) A kind of bottom edge aerification system of water delivery valve of high lift lock
CN108677892B (en) Reconstruction structure for ecological water supply tunnel by diversion tunnel construction branch tunnel
CN209603101U (en) A kind of powerhouse of hydropower station tailwater channel structure
CN207130701U (en) Compound water flowing out structure for Hydraulic and Hydro-Power Engineering

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
WW01 Invention patent application withdrawn after publication
WW01 Invention patent application withdrawn after publication

Application publication date: 20190315