CN104453934A - Underground route - Google Patents

Underground route Download PDF

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Publication number
CN104453934A
CN104453934A CN201310637300.6A CN201310637300A CN104453934A CN 104453934 A CN104453934 A CN 104453934A CN 201310637300 A CN201310637300 A CN 201310637300A CN 104453934 A CN104453934 A CN 104453934A
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China
Prior art keywords
tunnel
water
meters
pipe
water channel
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CN201310637300.6A
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Chinese (zh)
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马锡洪
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Individual
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Priority to CN201310637300.6A priority Critical patent/CN104453934A/en
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B1/00Equipment or apparatus for, or methods of, general hydraulic engineering, e.g. protection of constructions against ice-strains
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B5/00Artificial water canals, e.g. irrigation canals
    • E02B5/02Making or lining canals
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B5/00Artificial water canals, e.g. irrigation canals
    • E02B5/04Navigable canals
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B5/00Artificial water canals, e.g. irrigation canals
    • E02B5/04Navigable canals
    • E02B5/06Operating equipment in connection with canals
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/063Tunnels submerged into, or built in, open water
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/063Tunnels submerged into, or built in, open water
    • E02D29/077Tunnels at least partially built beneath the water-bed characterised by being made by methods involving disturbance thereof all along the location line, e.g. by cut-and-cover or caisson methods
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/14Layout of tunnels or galleries; Constructional features of tunnels or galleries, not otherwise provided for, e.g. portals, day-light attenuation at tunnel openings

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Paleontology (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Revetment (AREA)

Abstract

The invention provides an underground route and relates to a series of comprehensive fields such as water conservancy projects, fresh water and seawater shipping, residence, travel and environment friendliness. The underground route is characterized in that a tunnel stone transporting method with hydraulic power serving as power is adopted, the excavation speed is greatly increased, construction is convenient, and the manufacturing cost for building a first tunnel is about 80% higher than that for building a second tunnel, so that the more the tunnels are built, the lower the comprehensive cost is; preferably, multiple tunnels are built, so that the requirement for water supply is met; multiple traffic aisles such as railways, roads, pure downhill bicycle paths and on-water floating routes can be built, and tourism, realty business and the like of a local place can be improved due to the establishment of the communal facilities. The living level of people in drought regions can be improved through an underground pipe network reservoir and shipping canals of the underground route, a ship can conveniently pass through a peninsula and an island in the ocean through the sea transportation tunnels, the voyage from the ship to a destination is shortened, time and energy are saved, and the tunnels further have the advantages that wind and air force are resisted and an underground city can be built.

Description

Course line, underground
The present invention relates to hydraulic engineering, fresh water, seawater shipping, a series of general field such as house environment protecting travel.
The seawater economy such as sea-farming can not be done in the existing land away from seashore.
Seawater canal, existing fresh water canal is all build on land, and does not build underground in.
Existing transportation resources of holing, main by automobile fortune, pollute large, cost is high.
Existing building iron is without anti-corrosive properties
Existing larger reservoir is mainly built on the ground, and the water capacity is easily frozen
The object of the invention is the problem of water consumption solving people, drought and waterlogging problem etc.
The embodiment of the present invention: specus, from Xinjiang to place system parallel water channel of Mongolian thousands of miles, this long canal height can six to eight meters, wide can to four to six meters, water channel top is shaped with lid, and this lid is preferably oval, and the depth of water in water channel can four to six meters, overhead 1.5 to 3 meters, water channel lid, in dry season, the water of this water channel can be used as irrigating.In waste supply canal moisturizing after irrigation, the width of this water channel should be wider at each website place, shape can change as required, because ground level difference comparatively greatly also can by water channel sectional making, the different water channel joint of two height can be equipped with gate, or be shaped with ship lock, the ground, website place of this ship can be shaped with the building such as house, ladder.The power of ship preferably uses electric drive.The available Huanghe water of water supply of this pipe, Yarlungzangbo river also available seawater etc., in order to reduce this water channel cost, this water channel can be shaped with temporary transient structure, water channel is built into double-layer plastic packed sandy soil of controlling flood, this polybag preferably long 1.2 meters, spreads Polypropylence Sheet in water channel, makes water channel water-tight, thick 0.3 to 0.7 millimeter of Polypropylence Sheet, the most handy two-layer or three layers.Often open the too little length of Polypropylence Sheet inadequate, available heat seal technology connects, and the connecting sewing of many Polypropylence Sheets should stagger, and the top lid not processed of this water channel, top can be shaped with plastic cover greenhouse, prevents winter freezing.Water channel is made two, left and right, water channel can divide single file water channel, wide 2.5 meters high 3 meters, can navigate in water channel, and existing flood control sand bag is lengthened 0.5 to 1 times, is also feasible.
A kind of plastic rigid pipe water channel, this pipe diameter can 1 meter to 3 meters, but 1.5 meters better, best 1.5 to 4 millimeter of tube wall of this pipe, this pipe laying length can from Xinjiang to the Inner Mongol, and all need can lay this pipe with the place of water, and burying underground of pipe is overhead high about 1.5 meters.Pipeline should have valve and lead to the thin conduit (use water place) on ground on certain length, and this pipe can be used as groundwater reservoir because of the more of laying.In order to reduce the valve cost on this plastic pipe, available a kind of plastic water bag valve replaces; This valve is mainly spherical, the sphere diameter of duroplasts should be greater than water-supply-pipe diameter more than 2 times, two short tubes are shaped with respectively on the left and right both sides at the symmetrical centre place of this ball, two tube heads and water-supply-pipe are tightly connected, a mouth is made above ball, this mouthful is connected with the pipe leading to ground, and junction should seal.With Polypropylence Sheet (0.2 to 0.6 is a thick) system spheroid, this spheroid internal diameter is equal with hard plastic pellet, the top of this Polypropylence Sheet ball should be connected with a plastic pipe, and the diameter of this pipe can 200 to 300 millimeters, fill a small amount of sand by this Polypropylence Sheet ball of this Guan Kexiang, when Polypropylence Sheet being put into after in hard plastic pellet, pour water in this Polypropylence Sheet ball, after this Polypropylence Sheet ball water is full, just this underground water-supply-pipe can be blocked, after the water in Polypropylence Sheet ball is drained, this water bag valve is just open-minded.The draining of this valve is intake available electric pump.
A kind of long-distance water tunnel: this tunnel through circuit, from the tunnel face processed, fragrant day moral area in the Caidamu Basin, this tunnel passes northern mountain to Gyaring Lake and Ngoring Hu, from Gyaring Lake, Ngoring Hu to cajaput, from cajaput to Ma Li, from Ma Lizhi Yarlungzangbo along the river, this circuit approach the Yellow River, the Changjiang river, the Lancang River, source, Nujiang, every tunnel upper base has the place of water, can dig a well from this place, this well and subterranean tunnel lead to, and move the water to flow into tunnel, and this water can be used as tunneling water.This tunnel is when throwing 20 to 200 kilometers into, and can throw pore according to the surface state on top, tunnel in tunnel, personnel also can be transported in this hole.This tunnel get through method: first build the water channel dam at tunnel face place, hydraulic power station, a series of engineering such as beverage processing plant, building stones used obtain from cutting tunnel.When this cutting tunnel passage, 3 tunnels can be dug simultaneously, the position height in three tunnels is different, first minimum, second and the 3rd maintains an equal level, but higher than first, two or three tunnel is higher than first 3/4ths, excavating above-mentioned three tunnels by existing method adopts into 15 kms, by 2, 3 tunnels stop excavating, the first tunnel is excavated fast with shield machine, first tunnel is high 5.5 meters, wide about 5.5 meters (this width can need according to construction machinery and determine), a ditch can be made at the rand place in this tunnel, ditch depth 1.5 meters, wide 1 meter, this ditch is connected to tunnel face with water channel outside hole, when this tunneling is to Huanghe water seedbed (on the ground water source), dig a well from water source, ground to subterranean tunnel place, water is passed in tunnel ditch, this ditch is just as bar river, the little sandstone etc. in ditch can be washed away, small stone is gone out (transporting) tunnel, with stone breaker, boulder is smashed, put into this Ha Noi, wash away with river, this tunnel, river course should be shaped with the gradient, every kilometer of drop about 4 meters, when tunnel get to exceed 50 meters, water delivery well head time, can the water-supply-pipe at water source, the Yellow River be opened greatly, wash away tunnel with a large amount of water and wash away rubble, make the depth of water about 1 meter (not comprising in ditch) in whole tunnel, because of high rear low before tunnel, construction ground is on Qian Gaopo, so water can not be flushed to building site, a large amount of rubble can be washed away on the contrary, when 20 km is thrown in tunnel into, rubble can be put into the one side in tunnel, by the time next water inlet bath, stone is washed away.Can dig a well rush stone in the Sources of the Yangtze River, source, the Lancang River.Tunnel can be got to Yarlungzangbo along the river by this bath stone transporting method, look in Yarlungzangbo the place of a water delivery of easily constructing to construct along the river, make gate can control water delivery or closedown., also can make multiple tunnelling mouth in Yarlungzangbo along the river, this tunnel can two facing to digging.When after the overall water flowing in first tunnel, can make a call to second and the 3rd tunnel, the height in the second tunnel and the 3rd tunnel generally can be high by 12, wide 6 meters, method for digging: tunnel often forward Denver Nuggets 150 meters laterally can open tunnel, next door 1, thick 10 meters of this next door.The size in this duct is advisable with the turnover of soil-shifting function, and the rubble that 2,3 tunnellings go out, stone is shifted onto in 1 tunnel washed away by available bulldozer.This rubble also can partly be stayed in tunnel, when 2,3 tunnels get through fix after can entirely discharge water in tunnel, the drop of thousands of meters can produce immense pressure, the comparatively ratchel stayed can be washed away in 2,3 tunnels.After this tunnel holing through, a road direction east is for the Yellow River, and a road direction west is for desert, and this tunnel will adjust the size of tunnel current, hydraulic pressure according to dirty ancillary facility.When tunnel just builds up, the water channel matched also can be made into interim, and water channel can be made with flood control sand bag, a stone transporting available drift stone transporting method: inflated by air tube, fastened by stone on this inner tube of a tyre, drifts about and transports water channel limit, build water channel stone with water channel.
A kind of river seedbed fortune water method: build drinking water plant at this water head site, water in each bottle (plastic bottle) son can fill 2/3rds bottles, by multiple bottle packing together after, this bottle is thrown in rivers, water drifts about to river by following current, downstream, river, and this water can as the drinking water of downstream people.
Sea-freight tunnel: a kind of from the marine course line through inland, he can realize with tunnel, this tunnel digs upcountry from sea, first contain a slice seabeach by the sea, make dykes and dams and ship lock, excavate from land, bank by engineering machinery, in order to boat, this tunnel can be made larger, the size in this tunnel, can go great ship and determining as required, this tunnel is preferably shaped with turnover two tunnels (one-way trip), general tunnel is wide 5 meters, high 10 meters, when digging tunnel, preferably first dig above water, but ship can be parked in tunnel face place, . when this tunnel digs one section of segmentation under water, dress sandstone ship progressively can enter the in-built sand in tunnel, stone, this ship unloads ship time, available hang ship to sling stone outwelled, again ship is kept flat to sea, this dress sandstone ship is preferably unpowered, tow by towboat, this barren rock can man-made island processed, when holing, preferably dig a little later near ship tunnel nearby, when very long one section of tunnel has all dug, digging this place, this place's picture checkdam, dam is removed by the method for explosion, dress sandstone ship just can sail forward one section of dress sandstone, in cutting bottom, finally by over-water construction mechanical removals such as water proof Ba Chu dredgers.In a word, the sandstone that by sea tunnel is discharged can reduce sandstone cost of transportation, but are feasible by existing method.
A kind of tourism minitunnel, its method for production is identical with tunnel of transporting by sea, this length of tunnel is changeable can be determined as required, and this tunnel structure also can be made into multilayer.On the water can the tourist facilities such as house processed in multi-story, can need to have various facility and service according to tourism, house in a word.Tunnel can horizontal cavity preparation, can be made into small city, the advantage such as to avoid heat in this tunnel.
A kind of conveying seawater tunnel, this tunnel, can be identical with sea-freight tunnel higher than this construction method of 1 to 2 meter, sea level lower than 3 to 5 meters, sea level, this tunnel can from Tianjin to Beijing, seashore is to areas such as inlands, and there is the purposes of conveying seawater in this tunnel, can do the seawater economy such as sea-farming with seawater.Mining tunnel, on the land that bank off sea enters, the marine tunnel by bank can enter undersea mining, and this ore deposit comprises solid mineral and liquid ore deposit, and this tunnel also can enter and dig up mine interiorly.
A kind of antirust reinforcing bar: with stainless steel pipe box (iron and steel) on building iron, stainless steel tube and reinforcement bar fit closely, the method for the most handy compacting.In the operation of compacting, stainless steel pipe surface should be shaped with sags and crests.
A kind of free-standing lookout terrace: its construction method is, hole under sea with rig, make the hole of a diameter 1.5 meters, at Kong Shangan cast column, by subterranean tunnel through seabed, be connected with this column tube, after docking, carry out waterproof, the most handy stainless steel in surface of this column tube makes, or uses waterproof cement.This stainless steel thickness of pipe 1 to 5 millimeter, the top of pipe can be shaped with house etc.There are the purposes such as view house fishing in this house, and people directly can enter this house by the tunnel of seashore, in order to prevent current and wind to the impact of this independent view, overlap a kind of protective jacket at this Guan Shangke, and this protective jacket can use plastic production.Cover. the shape on pipe is similar with the butterfish stood, and Yu Touchu, always in face of ocean current, makes column reduce resistance.
Advantage of the present invention: present invention employs by the tunnel stone transporting method of waterpower as power, substantially increase excavation speed, facilitate construction, it is high by about 80 percent that the cost ratio building Article 1 tunnel builds Article 2 cost, so this tunnel build more, comprehensive cost is lower, this tunnel preferably builds many, with satisfied water supply needs, also can build many traffic aisles, as railway, highway, pure descending bikeway, floating on water surface course line etc., the construction of these communal facilitys, can improve local tour industry and realty industry etc.Plastics single valve of the present invention, with polybag when water pipe just can close or open by flashboard, reduces the cost of valve, adapts to poverty-stricken area and use.Network of underground reservoir of the present invention, shipping water channel, can improve the life of arid area people, and sea-freight tunnel of the present invention makes ship can pass the marine peninsula easily, island.Shorten ship and arrive the voyage of destination, save time and the energy, this tunnel is windproof, antiaircraft, the advantage of building city, underground in addition.Water of the present invention connects hole tunnel ship and can wear upcountry from marine, and there is house in this tunnel, gos to a winter resort, avoids heat, the advantage of view of travelling.Conveying seawater tunnel of the present invention, seawater can be transported to inland, this seawater has cultivation to wait the advantage of development seawater economy, and this tunnel can maintain an equal level with sea level or lower than several meters, sea level, so this seawater can naturally in your underfooting (inland) without water pumping power.Anticorrosion reinforcing bar of the present invention, this reinforcing bar makes by iron and steel and stainless steel compound, improves steel bar anti-corrosion, improves Building life cycle several times, have comprehensive benefit.Fish shape of the present invention upright post sleeve under water, can reduce the impact of current to cylinder, improves the life-span of waterborne building.Water head site of the present invention drifts about and send water method, makes people drink the water in river, river seedbed easily.
The explanation of contrast accompanying drawing, Fig. 1 is the transverse sectional view in tourism tunnel, figure grade is illustrated: second floor space, tunnel, the second floor in this tunnel or both sides can have house etc., but do not draw at this figure, two layers of column (2), two floor plates (3), the water surface (4), this water can be navigated, tunnel bottom (5).Fig. 2 is the front view in multiple interconnection tunnel, figure grade is illustrated: the 4th tunnel (6), septal canal (7) between second tunnel and the 4th tunnel, second tunnel (8), first tunnel and the second next door, tunnel (9), first tunnel (10), septal canal (11) between first tunnel and the 3rd tunnel, 3rd tunnel (12), 3rd tunnel and the 5th tunnel septal canal (14), aspect ratio one tunnel in the 3rd tunnel (8) and the 4th tunnel (12) is high, three (8), four (12) tunnels lead to a tunnel excretion rock ballast by septal canal, can be washed away by the water in a tunnel, one tunnel is because first building up water flowing, two, three tunnels can after build up, when two, after three tunnels build up water flowing, can four built, five tunnels, four, the barren rock slag in five tunnels can put into three, the water in four tunnels washes away.Fig. 3 is sea-freight tunnel lateral direction sectional view, figure grade is illustrated: land (15), top, tunnel (16), seawater (17), tunnel bottom (18), the seawater (17) in this tunnel can be navigated, and this tunnel can lead to land, the marine peninsula, island, land (15) place can build underground installation, but does not draw in the drawings.Fig. 4 is the plastic casing of ball valve made of plastic.Symmetrical sectional view, figure grade is illustrated: the plastics mouth of pipe (19) leading to ground, lead to ground line (20), spheroidal valve body (21), water inlet pipe (22), outlet pipe (23), ball inner hollow body (24), (25) at the bottom of valve ball.By the plastics ball bag of a dress water, put into this hollow ball (24) by plastic pipe (19), polybag ball can block water inlet pipe (22) and outlet pipe (23), thus this pipe can be closed.After the water in polybag ball is drained, water inlet pipe (22) and water-supply-pipe (23) will be opened.Fig. 5 is the symmetrical sectional view of polybag, figure grade is illustrated: water inlet (26), water inlet pipe or drinking-water pipe (27), spheroid (28), rope hole (29), water (30) in ball, (31) this ball at the bottom of polybag spheroid can be placed on the interior use of valve body of Fig. 4, has the purposes of closedown and Open valve.Fig. 6 and Fig. 7 is plastics open channel figure, Fig. 6 is front view, Fig. 7 is Fig. 6 A-A phantom, figure grade is illustrated: water channel mouth (32), more piece water channel connecting screw hole (33), plastic water channel body (34), connect water channel joint limit (35), this canal saves by multiple one to be formed by connecting, only draw a joint in the figure, and this water channel joint limit (35) is just for being connected to each other between water channel.Plastics channel body (36), water channel mouth (37).Fig. 8 is the symmetrical sectional view of water-supply-pipe, illustrates: stretch to the surface water mouth of pipe (48), outlet pipe (39), plastic pipe top (40), water (41) in pipe, the bottom (42) of pipe to figure grade.Fig. 9 builds the symmetrical sectional view of reinforcing bar, illustrates: stainless steel skin (43), general steel (can get rusty) (44), the sags and crests (45) that stainless steel shows to figure grade.Figure 10 is that plastics erosion control overlaps parallel sectional view, illustrates figure grade: front end (46), and this front end can have automatically in face of the thorough fare of stormy waves.Front end plastic body (47), sleeve pipe (48), rear end plastic body (49), rear end point (50), this cover side direction sees it is flat plate shape, but does not draw in the accompanying drawings.Figure 11 is free-standing scape tower sectional view, illustrate figure grade: building platform (51), building more than this platform does not draw, platform support (52), standpipe post jamb (53), sea (54), seabed (55), seabed tunnel (56), portal (57), tunnel (58), people on seashore limit, by tunnel just can enter view tower, can view life etc.

Claims (9)

1. the present invention relates to hydraulic engineering, fresh water, seawater shipping, a series of general field such as house environment protecting travel is characterized in that: specus, and from Xinjiang to place system parallel water channel of Mongolian thousands of miles, this long canal height can six to eight meters, wide can to four to six meters, water channel top is shaped with lid, and this lid is preferably oval, and the depth of water in water channel can four to six meters, overhead 1.5 to 3 meters, water channel lid, in dry season, the water of this water channel can be used as irrigating.In waste supply canal moisturizing after irrigation, the width of this water channel should be wider at each website place, shape can change as required, because ground level difference comparatively greatly also can by water channel sectional making, the different water channel joint of two height can be equipped with gate, or be shaped with ship lock, the ground, website place of this ship can be shaped with the building such as house, ladder.The power of ship preferably uses electric drive.The available Huanghe water of water supply of this pipe, Yarlungzangbo river also available seawater etc., in order to reduce this water channel cost, this water channel can be shaped with temporary transient structure, water channel is built into double-layer plastic packed sandy soil of controlling flood, this polybag preferably long 1.2 meters, spreads Polypropylence Sheet in water channel, makes water channel water-tight, thick 0.3 to 0.7 millimeter of Polypropylence Sheet, the most handy two-layer or three layers.Often open the too little length of Polypropylence Sheet inadequate, available heat seal technology connects, and the connecting sewing of many Polypropylence Sheets should stagger, and the top lid not processed of this water channel, top can be shaped with plastic cover greenhouse, prevents winter freezing.Water channel is made two, left and right, water channel can divide single file water channel, wide 2.5 meters high 3 meters, can navigate in water channel, and existing flood control sand bag is lengthened 0.5 to 1 times, is also feasible.
2. it is characterized in that according to claim 1 hydraulic engineering: a kind of plastic rigid pipe water channel, this pipe diameter can 1 meter to 3 meters, but 1.5 meters better, best 1.5 to 4 millimeter of tube wall of this pipe, this pipe laying length can from Xinjiang to the Inner Mongol, all need can lay this pipe with the place of water, and burying underground of pipe is overhead high about 1.5 meters.Pipeline should have valve and lead to the thin conduit (use water place) on ground on certain length, and this pipe can be used as groundwater reservoir because of the more of laying.In order to reduce the valve cost on this plastic pipe, available a kind of plastic water bag valve replaces; This valve is mainly spherical, the sphere diameter of duroplasts should be greater than water-supply-pipe diameter more than 2 times, two short tubes are shaped with respectively on the left and right both sides at the symmetrical centre place of this ball, two tube heads and water-supply-pipe are tightly connected, a mouth is made above ball, this mouthful is connected with the pipe leading to ground, and junction should seal.With Polypropylence Sheet (0.2 to 0.6 is a thick) system spheroid, this spheroid internal diameter is equal with hard plastic pellet, the top of this Polypropylence Sheet ball should be connected with a plastic pipe, and the diameter of this pipe can 200 to 300 millimeters, fill a small amount of sand by this Polypropylence Sheet ball of this Guan Kexiang, when Polypropylence Sheet being put into after in hard plastic pellet, pour water in this Polypropylence Sheet ball, after this Polypropylence Sheet ball water is full, just this underground water-supply-pipe can be blocked, after the water in Polypropylence Sheet ball is drained, this water bag valve is just open-minded.The draining of this valve is intake available electric pump.
3. it is characterized in that according to claim 1 hydraulic engineering: a kind of long-distance water tunnel: this tunnel through circuit, from the tunnel face processed, fragrant day moral area in the Caidamu Basin, this tunnel passes northern mountain to Gyaring Lake and Ngoring Hu, from Gyaring Lake, Ngoring Hu to cajaput, from cajaput to Ma Li, from Ma Lizhi Yarlungzangbo along the river, this circuit approach the Yellow River, the Changjiang river, the Lancang River, source, Nujiang, every tunnel upper base has the place of water, can dig a well from this place, this well and subterranean tunnel lead to, and move the water to flow into tunnel, and this water can be used as tunneling water.This tunnel is when throwing 20 to 200 kilometers into, and can throw pore according to the surface state on top, tunnel in tunnel, personnel also can be transported in this hole.This tunnel get through method: first build the water channel dam at tunnel face place, hydraulic power station, a series of engineering such as beverage processing plant, building stones used obtain from cutting tunnel.When this cutting tunnel passage, 3 tunnels can be dug simultaneously, the position height in three tunnels is different, first minimum, second and the 3rd maintains an equal level, but higher than first, two or three tunnel is higher than first 3/4ths, excavating above-mentioned three tunnels by existing method adopts into 15 kms, by 2, 3 tunnels stop excavating, the first tunnel is excavated fast with shield machine, first tunnel is high 5.5 meters, wide about 5.5 meters (this width can need according to construction machinery and determine), a ditch can be made at the rand place in this tunnel, ditch depth 1.5 meters, wide 1 meter, this ditch is connected to tunnel face with water channel outside hole, when this tunneling is to Huanghe water seedbed (on the ground water source), dig a well from water source, ground to subterranean tunnel place, water is passed in tunnel ditch, this ditch is just as bar river, the little sandstone etc. in ditch can be washed away, small stone is gone out (transporting) tunnel, with stone breaker, boulder is smashed, put into this Ha Noi, wash away with river, this tunnel, river course should be shaped with the gradient, every kilometer of drop about 4 meters, when tunnel get to exceed 50 meters, water delivery well head time, can the water-supply-pipe at water source, the Yellow River be opened greatly, wash away tunnel with a large amount of water and wash away rubble, make the depth of water about 1 meter (not comprising in ditch) in whole tunnel, because of high rear low before tunnel, construction ground is on Qian Gaopo, so water can not be flushed to building site, a large amount of rubble can be washed away on the contrary, when 20 km is thrown in tunnel into, rubble can be put into the one side in tunnel, by the time next water inlet bath, stone is washed away.Can dig a well rush stone in the Sources of the Yangtze River, source, the Lancang River.Tunnel can be got to Yarlungzangbo along the river by this bath stone transporting method, look in Yarlungzangbo the place of a water delivery of easily constructing to construct along the river, make gate can control water delivery or closedown., also can make multiple tunnelling mouth in Yarlungzangbo along the river, this tunnel can two facing to digging.When after the overall water flowing in first tunnel, can make a call to second and the 3rd tunnel, the height in the second tunnel and the 3rd tunnel generally can be high by 12, wide 6 meters, method for digging: tunnel often tunnels 150 meters forward laterally can open tunnel, next door 1, thick 10 meters of this next door.The size in this duct is advisable with the turnover of soil-shifting function, and the rubble that 2,3 tunnellings go out, stone is shifted onto in 1 tunnel washed away by available bulldozer.This rubble also can partly be stayed in tunnel, when 2,3 tunnels get through fix after can entirely discharge water in tunnel, the drop of thousands of meters can produce immense pressure, the comparatively ratchel stayed can be washed away in 2,3 tunnels.After this tunnel holing through, a road direction east is for the Yellow River, and a road direction west is for desert, and this tunnel will adjust the size of tunnel current, hydraulic pressure according to dirty ancillary facility.When tunnel just builds up, the water channel matched also can be made into interim, and water channel can be made with flood control sand bag, a stone transporting available drift stone transporting method: inflated by air tube, fastened by stone on this inner tube of a tyre, drifts about and transports water channel limit, build water channel stone with water channel.
4. it is characterized in that according to claim 1 hydraulic engineering: a kind of river seedbed fortune water method: build drinking water plant at this water head site, water in each bottle (plastic bottle) son can fill 2/3rds bottles, by multiple bottle packing together after, this bottle is thrown in rivers, water drifts about to river by following current, downstream, river, and this water can as the drinking water of downstream people.
5. it is characterized in that according to claim 1 hydraulic engineering: sea-freight tunnel: a kind of from the marine course line through inland, he can realize with tunnel, this tunnel digs upcountry from sea, first contain a slice seabeach by the sea, make dykes and dams and ship lock, excavate from land, bank by engineering machinery, in order to boat, this tunnel can be made larger, the size in this tunnel, can go great ship and determining as required, this tunnel is preferably shaped with turnover two tunnels (one-way trip), general tunnel is wide 5 meters, high 10 meters, when digging tunnel, preferably first dig above water, but ship can be parked in tunnel face place, when this tunnel digs one section of segmentation under water, dress sandstone ship progressively can enter the in-built sand in tunnel, stone, this ship unloads ship time, available hang ship to sling stone outwelled, again ship is kept flat to sea, this dress sandstone ship is preferably unpowered, tow by towboat, this barren rock can man-made island processed, when holing, preferably dig a little later near ship tunnel nearby, when very long one section of tunnel has all dug, digging this place, this place's picture checkdam, dam is removed by the method for explosion, dress sandstone ship just can sail forward one section of dress sandstone, in cutting bottom, finally by over-water construction mechanical removals such as water proof Ba Chu dredgers.In a word, the sandstone that by sea tunnel is discharged can reduce sandstone cost of transportation, but are feasible by existing method.
6. it is characterized in that according to claim 1 hydraulic engineering: a kind of tourism minitunnel, its method for production is identical with tunnel of transporting by sea, and this length of tunnel is changeable can be determined as required, and this tunnel structure also can be made into multilayer.On the water can the tourist facilities such as house processed in multi-story, can need to have various facility and service according to tourism, house in a word.Tunnel can horizontal cavity preparation, can be made into small city, the advantage such as to avoid heat in this tunnel.
7. it is characterized in that according to claim 1 hydraulic engineering: a kind of conveying seawater tunnel, this tunnel is lower than 3 to 5 meters, sea level, can be identical with sea-freight tunnel higher than this construction method of 1 to 2 meter, sea level, this tunnel can from Tianjin to Beijing, seashore is to areas such as inlands, there is the purposes of conveying seawater in this tunnel, can do the seawater economy such as sea-farming with seawater.Mining tunnel, on the land that bank off sea enters, the marine tunnel by bank can enter undersea mining, and this ore deposit comprises solid mineral and liquid ore deposit, and this tunnel also can enter and dig up mine interiorly.
8. it is characterized in that according to claim 1 hydraulic engineering: a kind of antirust reinforcing bar: with stainless steel pipe box on building iron (iron and steel), stainless steel tube and reinforcement bar fit closely, the method for the most handy compacting.In the operation of compacting, stainless steel pipe surface should be shaped with sags and crests.
9. it is characterized in that according to claim 1 hydraulic engineering: a kind of free-standing lookout terrace: its construction method is, hole under sea with rig, make the hole of a diameter 1.5 meters, at Kong Shangan cast column, by subterranean tunnel through seabed, be connected with this column tube, after docking, carry out waterproof, the most handy stainless steel in surface of this column tube makes, or uses waterproof cement.This stainless steel thickness of pipe 1 to 5 millimeter, the top of pipe can be shaped with house etc.There are the purposes such as view house fishing in this house, and people directly can enter this house by the tunnel of seashore, in order to prevent current and wind to the impact of this independent view, overlap a kind of protective jacket at this Guan Shangke, and this protective jacket can use plastic production.The shape be enclosed within pipe is similar with the butterfish stood, and Yu Touchu, always in face of ocean current, makes column reduce resistance.
CN201310637300.6A 2013-11-23 2013-11-23 Underground route Pending CN104453934A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106978916A (en) * 2015-09-24 2017-07-25 贝尔福特控股有限公司 Submerged structure
CN109306681A (en) * 2018-11-15 2019-02-05 水利部交通运输部国家能源局南京水利科学研究院 A kind of efficient attenuating shock wave system structural shape method for arranging in navigable tunnel

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106978916A (en) * 2015-09-24 2017-07-25 贝尔福特控股有限公司 Submerged structure
CN109306681A (en) * 2018-11-15 2019-02-05 水利部交通运输部国家能源局南京水利科学研究院 A kind of efficient attenuating shock wave system structural shape method for arranging in navigable tunnel
CN109306681B (en) * 2018-11-15 2023-11-07 水利部交通运输部国家能源局南京水利科学研究院 Structural type arrangement method of efficient wave-absorbing system of navigation tunnel

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