CN110387903A

CN110387903A - Sedimentation construction underground structure method product facility

Info

Publication number: CN110387903A
Application number: CN201910622144.3A
Authority: CN
Inventors: 施国樑
Original assignee: Taizhou Long Day Energy Technology Co Ltd
Current assignee: Taizhou Long Day Energy Technology Co Ltd
Priority date: 2019-07-10
Filing date: 2019-07-10
Publication date: 2019-10-29

Abstract

The manufacture of sedimentation construction structures and installation method: it is characterized by comprising sedimentations to build structures and structure sedimentation executive device；The surface of the structures is drag reduction surface；Drag reduction surface includes that several portal, and portals and is connected to positive pressure source；Settling executive device includes pressure pipe, positive pressure source and subsidence control system.Portal described in order and export water, water outlet keeps the silt of drag reduction surface slurried, and the boundary of silt, which is discharged, washes away defeated and dispersed continuous retrogressing, forms the thin layer of fluid of a high fluidity between sediment boundary and drag reduction surface；The thin layer of fluid reduces the resistance of the structures, and the structures is made persistently to sink using self gravity, is embedded to underground or semi-underground.The present invention can be built in desert underground transportation facilities without the use of shield, without excavating, be suitble to multiple spot expansion be built be conducive to shorten construction period；The long-term constant temperature in underground helps to cut operating costs；Underground parking garage can be built without open circuit with minimum area in city.

Description

Sedimentation construction underground structure method product facility

Technical field

The present invention relates to sedimentations to build underground structure method product facility.

Background technique

Railway is important means of conveyance, and in ground, especially desert, the four seasons and day and night temperature are big, can deteriorate track Operating condition, sandstorm can also bring damage to train.Subterranean railway has be affected by climate change fluctuating and complexity small, to ground The features such as insensitive, environmental-friendly to earth's surface.But the big speed of engineering amount of existing construction subway is at high cost slowly.

Summary of the invention

A kind of method that an object of the present invention is to provide for sedimentation construction underground structure.

The present invention settles manufacture and the installation method of construction underground structure: building structures including sedimentation and structures are heavy Executive device drops；

The some or all of surface of the structures is drag reduction surface；The drag reduction surface includes that several portal, it is described go out Hole is connected to by pressure pipe network and pressure pipe with a positive pressure source；The positive pressure source includes water and gas with pressure；The pressure Solenoid net includes and the structures integral production；

Settling executive device includes pressure pipe, positive pressure source and subsidence control system；The pressure pipe, positive pressure source and control system packet It includes and the structures integral production；

Portal described in the order of subsidence control system host and export fluid:

The fluid of the output be water when, water outlet keep the silt of drag reduction surface slurried, the boundary of silt be discharged wash away it is defeated and dispersed It constantly retreats, forms the thin layer of fluid of a high fluidity between sediment boundary and drag reduction surface；The thin layer of fluid is to institute The resistance for stating structures reduces, and the structures is made persistently to sink using self gravity, is embedded to underground or semi-underground, reaches Designated place；Slurried silt because the effect of density contrast and pressure difference and on be rushed to ground；On be rushed to the silt slurry on ground It is filled by separator for mud and water separation effluent reuse, the silt isolated including filling out in the upper surface of described structures；

When the fluid of the output is gas, outlet makes the silt loose of drag reduction surface, and the boundary of silt is washed away routed by outlet It dissipates and constantly retreats, form the thin layer of fluid of a high fluidity between sediment boundary and drag reduction surface；The thin layer of fluid pair The resistance of the structures reduces, and the structures is made persistently to sink using self gravity；Gas in the silt because The effect of density contrast and pressure difference and spread and move up；

The underground includes desert, alluvial plain, the soil with small chad and marginal basins islands and reefs.

The utility model has the advantages that the present invention is the technical solution building the semi-underground structures in underground and providing, including can be in desert Build underground transportation facilities without the use of shield, do not have to or it is few with excavate so that project amount significantly reduces, suitable multiple spot exhibition It builds to make and is conducive to shorten construction period, the long-term constant temperature in underground and helps to cut operating costs；It is dirty in surface water body infrastructure Water treatment facilities can be reduced to bottom line to the negative effect of environment water；It can be in city streets with the smallest land occupation face Product construction underground parking garage is without open circuit；It can be settled using 3D printing method when building in marginal basins and build super large The structures of type complexity without existing engineering machinery, without using blow sand fill out extra large facility be not related to filling out maritime affairs yet it is suitable.This hair It is bright solve multiple those skilled in the art want for a long time solve but unsolved technical problem.

There is the case where stone for underground, can also use a subsurface attributes that apparatus for work, the reality since ground is transformed It applies, attribute transformation is first carried out to the stone section on construction access road；

The attribute transformation includes smashing the stone with cutter device cutting and explosion means；The cutter device includes boring milling Coalcutter, drill mill and metal saw；The rubble that the cutting and explosion are formed retains scene or described in being removed with slush pump Rubble simultaneously removes the space that the rubble leaves with sandy soil filling；Then the attribute being retracted with hoist cable, apparatus for work is transformed, then Sedimentation operation is implemented to the structures in the rubble or in new sandy soil；

The finally formed attribute transformation space of subsurface attributes transformation apparatus for work is not less than needed for quasi- sedimentation structure sedimentation The width and length wanted.It does so, expands application range of the invention；

Alternatively,

The subsurface attributes transformation apparatus for work includes that surface is transformed in an attribute；Attribute transformation surface includes that several go out Hole, several are into hole, pressure pipe network and overfall pipe network；The attribute is transformed surface and including serrated-surface and/or several place What is forward extended out opens husky long wedge；Portal and into hole including being arranged on serrated-surface and Kai Sha long wedge；It is described to open husky long wedge and be One wedge, front end include forward extending out 0.1~6 meter；Its cross section includes ellipse；It is described to open inside husky long wedge and wrap Include pressure pipe network and overfall pipe network；It is described to open husky long wedge and the attribute is transformed the other parts on surface and is connected smoothly；Packet The pressure pipe network and overfall pipe network for including the two communicate；

It is described portal be connected to by pressure pipe network and pressure pipe with a positive pressure water source；It is described to pass through overfall pipe network and one into hole Return pipe connection；Return pipe includes being connected to a negative pressure source；

Portal described in the order of subsidence control system host and exports water, drawn into hole；The water outlet and absorption make the silt of drag reduction surface Slurried, the boundary of silt, which is discharged, washes away defeated and dispersed continuous retrogressing, and a fluid is formed between sediment boundary and drag reduction surface Thin layer simultaneously continues outward to convey the silt that the attribute is transformed at surface；The thin layer of fluid is to attribute transformation operation dress The resistance set reduces, and the attribute transformation apparatus for work is made persistently to sink using self gravity until designated position, is then used Hoist cable retracts the attribute transformation apparatus for work, then described heavy by implementing in the improved sandy soil of attribute to the structures Operation is dropped.

The beneficial effect done so include: it is described into hole make water outlet it is more unobstructed, slurried faster when；Sand is opened using described Long wedge shape at fluid space enable stone therein making it not influence the sedimentation construction of the subsequent structures to sinking to moving.It opens The power that the long hole of edging away of sand is discharged and draws generation into hole is mostly vertical with the direction of travel of the structures.

In a possible design, using the above method, the fluid of the output is water, enables the described of the structures Drag reduction surface include several portal, several are into hole, pressure pipe network and overfall pipe network；The drag reduction surface and including zigzag What surface and/or several places forward extended out opens husky long wedge；

Portal and into hole including being arranged on serrated-surface and Kai Sha long wedge；The long wedge of sand of opening is a wedge, before End includes forward extending out 0.1~6 meter；Its cross section includes ellipse；It opens inside husky long wedge and including pressure pipe network and return pipe Net；The other parts for opening husky long wedge and the drag reduction surface are connected smoothly；Pressure pipe network and overfall including the two Pipe network communicates；

It is described portal be connected to by pressure pipe network and pressure pipe with a positive pressure source；It is described to be returned into hole by overfall pipe network and one Starch pipe connection；Return pipe includes being connected to a negative pressure source；

Doing so can clear away the obstacles for the setting of subway pipeline section, and will remove obstacles and settle together with two procedures merge into；And Mitigate the pressure of construction site, accelerates the removal of construction site silt.

In a possible design, using the above method, the fluid of the output is water, and including a negative pressure source； The negative pressure source includes the pump being connected to return pipe.

In a possible design, the negative pressure source is the hole being located above operation field；The bottom surface in the hole Lower than ground；Fluid in the hole is pumped in time and is kept below the liquid level on ground, small to the head pressure for the body that above shoves, It is equivalent to the effect of a negative pressure source.

In a possible design, the negative pressure source is the hole being located above operation field；Without using return pipe； The bottom surface in the hole is lower than ground；Fluid in the hole is pumped in time and is kept below the liquid level on ground, thus to above gushing The head pressure of fluid is small, is equivalent to the effect of a negative pressure source.Do so the smooth return for facilitating silt.

In a possible design, using the above method, and to portalling and/or into hole subregion, portal to each subregion Control valve is concatenated with into hole.It does so, can subtly adjust the sinking state of the structures.

In a possible design, using the above method, and weight is loaded to the structures and/or applies pressure. Do so the sinking that can speed up the structures.

In a possible design, using the above method, and if using being beaten in the predetermined position two sides of the structures Dry root screw pile, if screw pile is until the position of the structures is waited building hereinafter, connecting in the upper surface of described structures in underground Dry platform hoist engine, hoist engine are connected the bottom of screw pile with wirerope, are accelerated the sinking of the structures using hoist engine pulling force And transverse shifting.Finally positioning and provide more structures and migrating downwards for subway pipeline section can accurately be realized by doing so Power.

The second object of the present invention is to provide a kind of sedimentation construction structures.

This purpose of the invention is achieved: building a sedimentation and builds structures, the structures include underground cylinder Storehouse, semi-underground unrooted lavatory, underwater underground or semi-underground closed structure, underground and underwater means of transportation, it is described The some or all of outer surface of structures is drag reduction surface；The drag reduction surface includes that several portal, it is described portal pass through pressure Solenoid net and pressure pipe are connected to a positive pressure source；The positive pressure source includes water and gas with pressure；The pressure pipe network packet It includes and the structures integral production；

The subsidence control system of sedimentation is executed using one, is portalled described in the order of subsidence control system host and is exported fluid:

The fluid of the output be water when, water outlet keep the silt of drag reduction surface slurried, the boundary of silt be discharged wash away it is defeated and dispersed It constantly retreats, forms a thin layer of fluid between sediment boundary and drag reduction surface；The thin layer of fluid is to the structures Resistance reduces, and the structures is made persistently to sink using self gravity, is embedded to underground or semi-underground；Slurried silt because For density contrast and pressure difference effect and on be rushed to ground；On be rushed to the silt slurry on ground and be discharged back by separator for mud and water separation It is filled with, the silt isolated including filling out in the upper surface of described structures；

When the fluid of the output is gas, outlet makes the silt loose of drag reduction surface, and the boundary of silt is washed away routed by outlet It dissipates and constantly retreats, form a thin layer of fluid between sediment boundary and drag reduction surface；The thin layer of fluid is to the structures Resistance reduce, so that the structures is persistently sunk using self gravity；Gas in the silt is because of density contrast and pressure Difference effect and spread and move up.

The beneficial effect of this technical solution of the invention includes forming thin layer of fluid drag reduction using gas, realizing subterranean The sedimentation of object is built, provides the technological means for not using water to build underground transportation facilities in desert.

Basic component can also be provided on the downside of the structures；The basic component includes beam-like object, plate object And pile；The structures transmit gravity to underground by the basic component；

The bottom surface of the basic component is provided with drag reduction surface；Drag reduction surface include several portal, several are into hole；The base Plinth component and including second pressure pipe network and the second overfall pipe network；It is described to portal through second pressure pipe network, pressure pipe and positive pressure Source sequence connection；It is described by the second overfall pipe network and return pipe sequential communication and to lead to ground into hole；

The structures include being connect by supporting piece with basic component below.

Detailed description of the invention

Fig. 1 is the compound main view of a subway tunnel built using fluid sedimentation techniques；

Fig. 2 is the compound main view of a subway tunnel built using fluid sedimentation techniques；

Fig. 3 a, 3b are the explosive view and structural schematic diagram of a multilayer sheet metal structural body drag reduction surface respectively；

Fig. 4 is the compound sectional view of a drag reduction surface；

Fig. 5 is a vacuum subway circulation schematic top view；

Fig. 6 is the I- of Fig. 5 to section view, is the main view of an isolation assembly revolving door；

Fig. 7 is the top view at a subway pipeline section end face art and craft door；

Fig. 8 is the compound main view of a vacuum subway system built using fluid sedimentation techniques；

Fig. 9 a, 9b are the main view and side view of tableland iron boosting sedimentation executive device respectively；

Figure 10 a, 10b are that a default pile helps the main view and side view for drawing sedimentation subway pipeline section respectively；

Figure 11 is the schematic diagram that underground silo is built using fluid sedimentation techniques；

Figure 12 is one and uses fluid sedimentation techniques in the schematic diagram of beach formation unrooted lavatory；

Figure 13 is the schematic diagram for building methane-generating pit using fluid sedimentation techniques in surface water body underground；

Figure 14 a, 14b, 14c, 14d, 14e are respectively one and are built the main view of underground parking garage, side using fluid sedimentation techniques View, drag reduction surface partial enlarged view, top view and the underground parking garage after building up operation figure.

1 subway pipeline section in figure；2 subway tunnels；3 tracks；4 subway carriages；5 drag reduction surfaces；6 portal；7 silts；8 boundaries；9 Thin layer of fluid；10 beam-like objects；11 screw piles；12 track connectors；13 wing plates；14 first compound plates；15 conduit compound plates；16 is porous multiple Plate；17 conduits；18 riveting parts；19 fluid channels；20 pressure pipe networks；21 overfall pipe networks；22 into hole；23 open husky long wedge；24 stones； 25 stone stack spaces；26 spiral propellers；27 isolation assemblies；28 board for pillow；29 end faces；30 axis；31 double-acting doors；32 supporting pieces；33 first Pipeline；34 second pipes；35 positive driving pneumatic supplies；36 negative pressure sources；37 revolving doors；38 diaphragm seals；39 gaps；40 wheel groups；41 platforms Plate；42 track columns；43 elastic components；44 rears；45 air blower driving devices；46 hoist engines；47 increase and decrease manipulators；48 pressure pipes； 49 return pipes；50 hoist cables；51 quick unions；52 Electric nuts；53 screw rods；54 second quick unions；55 transverse holes；56 laterally rub Wipe stake；57 fluid outlets；58 piling machines；59 screw piles；60 wirerope；61 second hoist；62 underground silos；63 silos Body；64 weights；65 unrooted lavatories；66 shells；67 screw pile connecting components；68 waste for biochemical processing units；69 water bodys；70 water Lower channel；71 hatch doors；72 dispatch tubes；73 underground hangars；74 building print systems；75 floating dock platforms；76 underground parking garages；77 The library；78 outlets；79 parking tiers；80 elevators；81 bottoms；82 enclosure walls；83 filling machine hands；84 slots.

Specific embodiment:

Fig. 1 provides embodiment 1；

Embodiment 1 manufactures a subterranean railway, including subway tunnel 1, and subway tunnel 1 is by several segments subway pipeline section 2 and platform string It connects；1 is laid with the traveling subway carriage 4 of track 3 in subway tunnel.Subway carriage 4 includes manned and loading purposes；Along ground Tie Tong Road is laid with pipeline and cable；

Subway carriage includes being connect by several groups wheel group with track；Every group of wheel group includes more than one wheel.Or subway Compartment is connect with track by magnetic suspension connector.Subway carriage includes for closed hydrostatic column one by one；In subway carriage Portion configures armrest or stores the linkage interface of cargo；

Subway pipeline section includes for one section of round tubular object；3~7 meters of the outer diameter of tube, 10~30 meters of length, wall thickness include 5~ 70 millimeters；Material includes steel and concrete；

Subway pipeline section 2 includes the drag reduction surface 5 of bottom outer surface, and the drag reduction surface includes but is not limited to use to increase material technology, 3D printing facility, production.The present invention adds outside hachure to indicate drag reduction surface using inboard thick lines sometimes；Drag reduction surface 5 wraps It includes several and portals 6, portalling 6 includes being connected to by pressure pipe network and pressure pipe with a positive pressure source；The positive pressure source includes band The water and gas of pressure；The pressure pipe network includes and 2 integral production of subway pipeline section；

The infall process of embodiment 1: using 2 sedimentation facilities of a tableland iron pipe section, and the sedimentation facilities include pressure pipe, one A positive pressure source and control system.Control system host enables the 5 output fluids that portal；

When the fluid of the output is water, keep the silt of drag reduction surface 5 slurried, the boundary 8 of silt 7 by water outlet wash away it is defeated and dispersed not It has no progeny and moves back, form a thin layer of fluid 9 between sediment boundary 8 and drag reduction surface 5；The resistance of the iron pipe section 2 over the ground of thin layer of fluid 9 Power reduces, and the subway pipeline section 2 is made persistently to sink using self gravity, is embedded to underground.Slurried silt because density contrast and The effect of pressure difference and on be rushed to ground；On be rushed to the silt slurry on ground effluent reuse separated by separator for mud and water, is isolated Silt fill including filling out in the upper surface of subway pipeline section 2；

When the fluid of the output is gas, make the silt loose of drag reduction surface 5, the boundary 8 of silt 7 is washed away defeated and dispersed by outlet It constantly retreats, forms a thin layer of fluid 9 between sediment boundary 8 and drag reduction surface 5；Thin layer of fluid 9 over the ground support by iron pipe section 2 Drag reduces, and subway pipeline section 2 is made persistently to sink using self gravity, is embedded to underground.Gas in the silt is because of density contrast Effect with pressure difference and on gush diffusion.

Embodiment 1 the utility model has the advantages that the subway pipeline section with drag reduction surface can be realized using pressure pipe and positive pressure source it is heavy Drop builds subterranean railway.In desert, embodiment 1 only needs to utilize concrete component subway pipeline section 2 and a water source and one A little hoisting facilities can be laid with subway tunnel 1, in this way can separate sandstorm during the journey, the hurricane in wind area and heat it is tight It is cold；Since the temperature difference is small and variation optimizes track operating condition significantly slowly；And to the complexity of earth's surface on the way in construction project It is insensitive, small on local wild animal influence.

In a possible design, the object using the sedimentation of drag reduction surface facility of embodiment 1 expands from subway pipeline section Structures are built to the semi-underground sedimentation in more undergrounds；And its drag reduction surface includes the whole for covering the entire structures. It does so, use scope of the invention can be extended.

In a possible design, basic component is set in the downside of the structures；The basic component includes beam Shape object, plate object and pile；Pile includes screw pile；The structures transmit gravity to underground by the basic component；

The bottom surface of the basic component is provided with drag reduction table；Drag reduction surface includes that several portal with several into hole；The base Plinth component and including second pressure pipe network and the second overfall pipe network；It is described to portal through second pressure pipe network, pressure pipe and positive pressure Source sequence connection；It is described by the second overfall pipe network and return pipe sequential communication and to lead to ground into hole.

Fig. 1 simultaneously provides embodiment 2；

Embodiment 2 manufactures a subway tunnel 1, is concatenated by several segments subway pipeline section 2；Track 3 is laid in subway tunnel 1 Travel subway carriage 4.2 bottom outer surface of subway pipeline section is drag reduction surface 5, and drag reduction surface 5 portals including several to be used to form Thin layer of fluid is deposited to underground；

In the underface of subway tunnel 1, beam-like object 10,10 following settings screw pile 11 of beam-like object are set.Beam-like object includes for I-shaped Type concrete structure；

The bottom surface of beam-like object 10 is provided with drag reduction surface 5；Drag reduction surface 5 include several portal 6 and several into hole；Beam-like object 10 and including second pressure pipe network and the second overfall pipe network；Portal 6 by second pressure pipe network, pressure pipe and positive pressure source sequence company It is logical；It is described by the second overfall pipe network and return pipe sequential communication and to lead to ground into hole；

Embodiment 2 the utility model has the advantages that providing parallel with subway pipeline section, straight, firm basis for subway tunnel thereon；Spiral Stake 11 provides support for beam-like object 10.

Fig. 2 provides embodiment 3；

Embodiment 3 manufactures a subway tunnel 1, is concatenated by several segments subway pipeline section 2；Track 3 is laid in subway tunnel 1 Travel subway carriage 4.2 bottom outer surface of subway pipeline section is drag reduction surface 5, and drag reduction surface 5 portals including several to be used to form Thin layer of fluid is deposited to underground.Subway pipeline section 2 includes the subway carriage 3 of expanded letter；Headroom size includes high by 3.1 inside subway carriage Rice, it is 5.8 meters wide；Using upper hanging type track connector 12；Subway pipeline section 2 includes two wing plates 13 of integral production, reinforces subway Pipeline section 2.Wing plate 13 includes isometric with subway pipeline section 2；

Embodiment 3 the utility model has the advantages that two wing plates 13 are used to increase intensity and as construction when bears connection circle of boost pressure Face.

The third object of the present invention is to provide for a kind of multilayer sheet metal structural body drag reduction interface.The multilayer sheet metal structural body Drag reduction interface constructs exterior surface in a sedimentation construction for installation by adhering, constructs exterior surface with a sedimentation construction Integral production, installation by adhering are transformed the work surface of apparatus for work in a subsurface attributes or are made with a subsurface attributes transformation The work surface integral production of industry device.

This purpose of the invention provides embodiment 4 by Fig. 3 and realizes；

Embodiment 4 manufactures a multilayer sheet metal structural body, with affected drag reduction surface 5；The multilayer sheet metal structural body includes first Compound plate 14, conduit compound plate 15 and porous compound plate 16；Conduit compound plate is suppressed with several conduits 17 on two faces.Three pieces of compound plates 14,15 and 16, the multilayer sheet metal structural body is constituted by the riveting of riveting parts 18 or is connected using by the way of other than riveting；

The multilayer sheet metal structural body includes several fluid channels 19；A part of fluid channel 19 is used as pressure pipe network 20；Pressure The connection of solenoid net 20 is portalled and pressure pipe；A part of fluid channel 19 is used as overfall pipe network 21；Overfall pipe network 21 be connected into hole and Return pipe；

Several are set on porous compound plate 16 portal and 6 is connected to pressure pipe network 20；Several are set on porous compound plate 16 into hole 22 It is connected to overfall pipe network 21.

During actual construction, by the state of portal 6 and the thin layer of fluid 9 and sediment boundary 8 that are built into hole 22, according to out The effluent state in hole and into the suction status in hole change and change.

In a possible design, the multilayer sheet metal structural body only includes the first compound plate 14 and conduit compound plate 15, or Person only includes 16 two pieces of compound plates of conduit compound plate 15 and porous compound plate；At least one in two outer surfaces of the multilayer sheet metal structural body A outer surface, which is provided with, portals and into hole, implements operation as drag reduction surface.

In a possible design, the first compound plate is the shell that structures are built in sedimentation.

Embodiment 4 the utility model has the advantages that with two to three pieces of compound plates can be made one include have tens of attributes it is consistent Autonomous channel and hundreds and thousands of a through-holes multilayer sheet metal structural body mining operations face；

Conduit on conduit compound plate can a compression moulding, can freely provide the structure of many complexity without increasing component number Mesh.The structure includes the same journey of pressure pipe network and overfall pipe network with hindering design.The multilayer metal plate knot manufactured using three pieces of compound plates Structure body is rigidly good and suitably forms various curved surfaces.

In a possible design, enabling the first compound plate 14 is the cylindrical housings of subway pipeline section, and conduit compound plate 15 covers In 2 outer surface of subway pipeline section.It does so, structure is more compact.

In a possible design, portals with a nozzle, include enabling for providing different water flow output states Specific direction is directed toward in water outlet.Do so the design freedom for facilitating thin layer of fluid 9.

In a possible design, the present invention forms the pressure pipe network 20 of the drag reduction surface and overfall pipe network 21 uses Individual pipeline and respectively with portal and into Kong Liantong.

Fig. 4 provides embodiment 5；

Embodiment 5 manufactures a drag reduction surface 5, including portals 6, into hole 22, pressure pipe network 20 and overfall pipe network 21；Drag reduction table Husky long wedge 23 simultaneously is opened including what serrated-surface and/or several places forward extended out in face 5；Portal 6 and into hole 22 include setting sawing In toothed surfaces and Kai Sha long wedge 23；Opening husky long wedge 23 is a wedge, and front end includes forward extending out 0.1~6 meter；It is horizontal Section includes ellipse；It opens inside husky long wedge and including pressure pipe network 20 and overfall pipe network 21；Open husky long wedge and drag reduction surface Other parts are connected smoothly；Pressure pipe network and overfall pipe network including the two communicate；

When embodiment 5 implements structure sedimentation construction operation, drag reduction surface 5 includes opening the 6 output water that respectively portal on husky long wedge, each It is drawn into hole, water outlet keeps the silt at drag reduction surface slurried, and the absorption into hole removes a large amount of silt；8 quilt of boundary of silt Water outlet is washed away and is drawn and constantly defeated and dispersed retrogressing into hole, and a thin layer of fluid 9 is formed between sediment boundary 8 and drag reduction surface 5； Thin layer of fluid is to the vulnerable of structures；Structures persistently sink under its gravity, realize in infrastructure subway Purpose；

Thin layer of fluid is protracted the utility model has the advantages that opening husky long wedge and expands the volume where thin layer of fluid by embodiment 5, so that structure The stone 24 encountered when object sinks is built also to sink together, thus the sedimentation operation of structures is insensitive to stone；Even if structures In infall process, the cumulative thickness of stone forms a stone stack space 25 up to 1 meter before drag reduction surface 5 --- with drag reduction surface 5 The convergency space of the stone settled together still is able to normal construction as long as opening husky long wedge extension enough.Cross section is zigzag Drag reduction surface, wedging property it is more preferable.Embodiment 5 is suitble to the bottom surface integral production with the concrete of the structures.

In a possible design, embodiment 5 and including several spiral propellers 26, do so be capable of providing it is more The power for driving related structures to travel downwardly.

Fig. 5~8 provide embodiment 6；

Embodiment 6 manufactures a vacuum subway system comprising several segments interchangeable subway pipeline section 2, is stood at isolation assembly 27 Platform, the basic component board for pillow 28 and control system for being set to 2 lower section of subway pipeline section；Subway pipeline section 2, isolation assembly 27 and platform group At a subway tunnel；

Track 3 is set inside subway tunnel 1, is laid with pipeline and cable along subway pipeline section；Track 3 operates above subway carriage 4； The bottom edge of subway pipeline section includes being set to 10~30 meters of below ground；Subway pipeline section both ends of the surface 29 include art and craft door；Art and craft door Semicircle double-acting door 31 is fanned including axis 30 and two；Art and craft door has two states: opening and closing；Art and craft door is closed, when construction Silt not can enter；Two sections are adjacent to after iron pipe section is installed in place, and remove art and craft door in time；Later maintenance needs replace a certain section When subway pipeline section 2, art and craft door is reinstalled to adjacent subway pipeline section and is closed, then retracts ground again；

Two neighboring subway pipeline section is directly connected to or by isolation assembly 27 connection；Subway pipeline section includes passing through supporting piece 32 It is connect with basic component board for pillow 28 below；Subway inner tube segment include by first pipe 33 and second pipe 34 respectively with Positive driving pneumatic supply 35 is connected to negative driving pneumatic supply 36；

It includes isolating door that assembly 27, which is isolated,；The form of isolating door includes photography shutter formula, vertical upper and lower bar gate type and two fans 37 formula of revolving door；Revolving door 37, which has, turns on or off two kinds of stable states；Revolving door is opened, and compartment is allowed to pass through；Revolving door is closed, every Break the air circulation in its front and rear sides space；The normality that partition is vacuum metro operation is implemented to subway tunnel；

Subway carriage includes for closed hydrostatic column one by one；4 outer surface of subway carriage connects an annular seal piece 38, It is indicated in Fig. 1 with thick line circular arc；Gap 39 between diaphragm seal 38 and subway pipe segment inner surface is between 0.5~50 millimeter；Institute It is smaller to state gap；Subway carriage is higher using the efficiency that the draught head at its both ends is driven.Subway carriage and track include logical Cross the connection of several groups wheel group 40；Every group of wheel group includes more than one wheel；Load in subway carriage passes through platform board 41, wheel group 40, track 3, track column 42 and board for pillow 28 transmit gravity to underground；

Subway carriage includes carrying drive system or without drive system；

The cross-sectional horizontal of board for pillow 28 is located at below subway pipeline section at 100~2000 millimeters；Basic component board for pillow 28 are by thereon Several track columns 42 pass through subway pipeline section connect with one group of two underground railway track 3 in subway pipeline section；And pass through track column It is connect with subway pipeline section；It include buffering and sealing using elastic component 43 between track column and subway pipeline section；Board for pillow reduce to silt Pressure；

In the bottom surface of board for pillow, drag reduction surface 5 is set；Drag reduction surface include several portal, several are into hole；Board for pillow and including pressure Solenoid net and overfall pipe network；It is described portal, pressure pipe network, pressure pipe and positive pressure source sequential communication；It is described into hole, overfall pipe network and Return pipe sequential communication simultaneously leads to ground.

The course of work of embodiment 6: control system host enables positive driving pneumatic supply 35 by first pipe 33 to subway 44 gas transmission of rear in compartment 4 and/or the pumping of front 45 for enabling negative driving pneumatic supply 36 pass through second pipe 34 to subway carriage；It is positive to drive The air pressure for the subway inner tube segment that potential source of taking offence order communicates therewith is in 0.1~0.12MPa, negative driving pneumatic supply order communicates therewith The air pressure of subway inner tube segment be in 0.1~0.08MPa；The draught head of every 1Kpa forms double centner on 1 square metre of area Active force；

Quality with one group of subway carriage is 10 tons, its cross-sectional area is 10 square metres, the draught head at its both ends is that 10Kpa is closed 1 Dun/㎡ is counted and is disregarded other factors, with 100 seconds can by the speed of one group of subway carriage from zero accelerate to 360 kms/ When.In this way, forming a pressure difference before and after subway carriage；The pressure difference driving subway carriage is advanced；

Meanwhile if the revolving door 37 of several isolation assemblies 27 in front of subway carriage being enabled successively to open, enable subway carriage rear The revolving door 37 of dry isolation assembly 27 is successively closed；So that far from subway carriage various regions iron pipe section 2 inside as far as possible in The state of external world's partition.Same gas increases and decreases rate, and the space that 44 gas transmission of rear and the pumping of front 45 are related to is smaller, air pressure Change faster.

Embodiment 6 the utility model has the advantages that board for pillow are arranged below subway pipeline section, the load in subway carriage is without ground iron pipe Section 2 but transmit gravity to underground by the board for pillow 28 outside platform board 41, wheel group 40, track 3, track column 42 and subway pipeline section； The operating condition of subway pipeline section is significantly improved, so that even if track 3 locally moves down a distance when subway carriage passes through, Also only most of to act on above board for pillow 28, subway pipeline section because flexible part 43 buffering its move down and to reduce very It is more；This makes the connection and sealing operating condition between the iron pipe section of various regions keep good for a long time；

In board for pillow bottom surface, setting drag reduction surface includes into hole and portalling；Thin layer of fluid can be constructed below board for pillow, realize subway The orderly sedimentation of pipeline section and board for pillow, without using big project amount, slow-footed excavation or shield construction.

In a possible design, subway carriage is sequentially connected by magnetic suspension mechanism and track.It does so, facilitates It reduces abrasion and improves travel speed.

In a possible design, subway carriage is connect with track by magnetic suspension connector；Particular content ginseng is existing Technology.

Fig. 5 provides embodiment 7；

Embodiment 7, subway carriage include that an air blower driving device 45 replaces positive driving pneumatic supply 35, negative driving pneumatic supply 36, the driving effect of first pipe 33 and second pipe 34.The energy of air blower is supplied by the cable being laid with along subway tunnel, is had Holding inside the Pass can refer to the prior art；

The course of work of embodiment 7: air blower air-breathing and is emitted on subway carriage rear in front of subway carriage, in subway carriage Front and back forms a pressure difference；The pressure difference driving subway carriage is advanced；Meanwhile enabling several isolation at subway carriage rear The revolving door 37 of assembly 27 successively closes, the revolving door 37 of several isolation assemblies 27 in front of subway carriage is enabled successively to open；

Embodiment 7 the utility model has the advantages that enabling vacuum subway system more succinct.

In a possible design, embodiment 7 does not have to isolation assembly.It does so more succinct.

The fourth object of the present invention is to provide for a kind of sedimentation executive device.

This purpose of the invention is achieved: one sedimentation executive device of manufacture, is used to help a kind of sedimentation construction structure It builds object depth and enters underground；The structures include include underground silo, semi-underground unrooted lavatory, underwater underground or semi-underground envelope Close structures, underground and underwater means of transportation and its basic component；The structure sedimentation, which is built, builds some or all of outer of object Surface is provided with drag reduction interface；Drag reduction surface includes that several portal and/or several are into hole；Structures and including pressure Pipe network and/or overfall pipe network；It is described portal, pressure pipe network, pressure pipe and positive pressure source sequential communication；It is described into hole, overfall pipe network With return pipe sequential communication and lead to ground；The sedimentation executive device include several moveable hoist engines, several help Push away electronic screw rod, increase and decrease manipulator, pressure pipe, return pipe, positive pressure source and settlement Control device；

The hoist cable of hoist engine is connect with the quick union with electronic lock tongue with the structures in succession fastly；

The electronic screw rod of boosting includes Electric nut and screw rod；Screw rod persistently can be lengthened or be shortened with increase and decrease manipulator；Boosting The bottom end of electronic screw rod is connect with the second quick union with electronic lock tongue with the structures in succession fastly；Increase and decrease manipulator to be used for certainly Dynamic increase and decrease screw rod.

Fig. 9 provides embodiment 8；

Embodiment 8 manufactures a sedimentation executive device, under being used to help sedimentation construction structures in depth；It includes removable Hoist engine 46, the electronic screw rod of several boostings, increase and decrease manipulator 47, pressure pipe 48, return pipe 49, positive pressure source and settlement Control Device；

The hoist cable 50 of hoist engine is connect in succession fastly with the quick union 51 with electronic lock tongue and subway pipeline section 2 or board for pillow 28；

The electronic screw rod of boosting is evenly arranged in board for pillow 28；The electronic screw rod of boosting includes Electric nut 52 and screw rod 53；Screw rod can be held Continuous lengthening shortens；If screw rod part is 3 meters long, and subway pipeline section needs to settle 20 meters, then needs to connect 7 screw rod parts；Boosting electricity The bottom end of dynamic screw rod is connect with the second quick union 54 with electronic lock tongue with board for pillow in succession fastly；Increase and decrease manipulator 47 for increasing automatically Subtract screw rod；

In the bottom surface of board for pillow, drag reduction surface is set；Drag reduction surface include several portal, several are into hole；Board for pillow and including pressure Pipe network and overfall pipe network；It is described portal, pressure pipe network, pressure pipe and positive pressure source sequential communication；It is described into hole, overfall pipe network and return Slurry pipe sequential communication simultaneously leads to ground；

The course of work of embodiment 8: settlement Control device host enables hoist engine 46 put down subway pipeline section 2 and board for pillow 28, enable board for pillow Respectively portalling for bottom surface exports water, respectively into hole absorption；Water outlet keeps the silt 7 at drag reduction surface slurried, draws into hole slurried Silt；Defeated and dispersed continuous retrogressing is washed away by water outlet in the boundary 8 of silt, and a fluid is formed between sediment boundary and drag reduction surface 5 Thin layer 9；Thin layer of fluid is extremely weak to the resistance of board for pillow, and board for pillow 28 and subway pipeline section 2 is caused persistently to be sunk；It is thin that part constitutes fluid The slurried thin material of silt, that is, fluid of layer influxs ground by return pipe 49 upwards；

In the meantime, hoist engine 46 orderly puts down board for pillow；And the operation mould of pressure board for pillow is switched to the seasonal electronic screw rod of boosting Formula provides additional down thrust；When 52 down screw rod 53 of Electric nut reaches end；Increase and decrease manipulator 47 brings one section of silk Bar 53 is simultaneously connect with following existing screw rod, including is threadedly coupled；Electric nut then implements the pressure board for pillow after connecting Operation；

When board for pillow 28 and subway pipeline section 2 reach designated position, portal described in closing and into hole, the electric lock of the second quick union 54 Tongue release, screw rod and board for pillow are detached from and have Electric nut withdrawal；During withdrawal, with increase and decrease manipulator, gradually section is unloaded and is packed up； Remaining slurry is hardened closely knit to setting degree above subway pipeline section, enables the electronic lock tongue of quick union 51 discharge, hoist cable 50 are detached from return with subway pipeline section and board for pillow, and the subway pipeline section sedimentation construction is completed.

Embodiment 8 is different according to live silt water penetration: influxing ground on the fluid of segment fluid flow thin layer, realizes silt Transfer；Alternatively, sinking rapidly from the water for output of portalling --- it will appear such case in desert；In this case, if Desert has underground water that can take, then is passed through using underground water and portal and realize the slurried of silt into hole and draw, realize board for pillow Lasting sinking.If scene is difficult to supply water, consider to construct thin layer of fluid for water with gas.

Embodiment 8 the utility model has the advantages that a kind of subway construction device for not having to excavate without shield is provided, to build in desert If subway provides a kind of technological means.

In a possible design, embodiment 8, which is included in the structures, is arranged water pumper and device for separating mud and water, The water reuse isolated through the device for separating mud and water；The silt isolated is sent to ground by return pipe or is pressed in pump heap On subway pipeline section；It does so, reduces the oxidation and evaporation of water, reduce the transportation work amount of silt.

In a possible design, the positive pressure source of above-described embodiment replaces water using gas；Gas keeps silt slurried Ability it is weak, to the change very little of silt mobility, but silt loose can be made, this is again such that resistance of the silt to board for pillow Power decline enables board for pillow to continue to sink, reaches the purpose for building subway.

In a possible design, above-described embodiment includes that two hot melt water receiving pipes are arranged along board for pillow, for conveying water Or other fluids.Doing so can be the transport for providing water on the way or realizing other fluids.Heat water receiving pipe connection and more It changes conveniently.

In a possible design, thin layer of fluid drag reduction surface is arranged on the surface of subway pipeline section in above-described embodiment, no Using board for pillow.It does so, the technological means that another non-shield no-dig technique buries subway is provided.

In a possible design, several transverse holes 55 are beaten in the two sides of the subway pipeline section of embodiment 3, in transverse holes Protruding side-friction stake 56 in 55.Do so the stability for increasing subway.This technology can also be extended to this hair Structures are built in bright other sedimentations.

In a possible design, several transverse holes 55 are beaten in the two sides of the subway pipeline section of embodiment 8, in transverse holes Protruding side-friction stake 56 in 55, and 56 surface of side-friction stake is enabled to have several fluid outlets 57, and band There is fluid pipe network；Fluid outlet 57 is connected to and is exported with a time cured material source by the fluid pipe network of side-friction stake Time cured material；The time cured material source includes glue and concrete.Doing so helps to increase entirely iron pipe section Stability.This technology can also be extended to other sedimentations of the invention and build structures.

The fifth object of the present invention is to provide for another sedimentation executive device.

This purpose of the invention is achieved: one sedimentation executive device of manufacture, is used to help a kind of sedimentation construction structure It builds object depth and enters underground；The structures include include underground silo, semi-underground unrooted lavatory, underwater underground or semi-underground envelope Close structures, underground and underwater means of transportation and its basic component；The structure sedimentation, which is built, builds some or all of outer of object Surface is provided with drag reduction interface；Drag reduction surface includes that several portal and/or several are into hole；Structures and including pressure Pipe network and/or overfall pipe network；It is described portal, pressure pipe network, pressure pipe and positive pressure source sequential communication；It is described into hole, overfall pipe network With return pipe sequential communication and lead to ground；The sedimentation executive device includes screw pile piling machine and moveable hoist engine 46, pressure pipe, return pipe, positive pressure source and settlement Control device；

Hoist engine 46 is general with piling machine including being designed and manufactured into；Quick union of the hoist cable of hoist engine 46 with electronic lock tongue with Subway pipeline section 2 connects in succession fastly；

In the bottom surface of the structures, drag reduction surface is set；Drag reduction surface include several portal, several are into hole；And including pressure Solenoid net and overfall pipe network；It is described portal, pressure pipe network, pressure pipe and positive pressure source sequential communication；It is described into hole, overfall pipe network and Return pipe sequential communication simultaneously leads to ground；

Several screw piles are arranged in the structures two sides in screw pile piling machine, on screw pile wirerope and the structures Second hoist transmission connection.

Figure 10 a, b provide embodiment 9；

Embodiment 9 manufactures a sedimentation executive device, under settling sedimentation construction structures in depth；It includes screw pile Piling machine 58 and moveable hoist engine 46, pressure pipe, return pipe, positive pressure source and control device；

Moveable hoist engine 46 includes general with piling machine 58；Quick union of the hoist cable 50 with electronic lock tongue of hoist engine 46 It is connect in succession fastly with subway pipeline section 2；

In the bottom surface of subway pipeline section 2, drag reduction surface is set；Drag reduction surface include several portal, several are into hole；And including pressure Solenoid net and overfall pipe network；It is described portal, pressure pipe network, pressure pipe and positive pressure source sequential communication；It is described into hole, overfall pipe network and Return pipe sequential communication simultaneously leads to ground.

The course of work of embodiment 9: several spirals are arranged in subway pipeline section two sides to be settled in screw pile piling machine 58 Stake 59, screw pile 59 are sequentially connected with wirerope 60 and the second hoist 61 on subway pipeline section 2；

When construction operation starts, settlement Control device host enables each coordination of removable hoist engine 46 put down subway pipeline section 2, enable second The cooperation winding wirerope of hoist engine 61；Respectively portalling for 2 drag reduction surface of subway pipeline section is enabled to export water, respectively into hole absorption；Water outlet makes to subtract The silt hindered at surface is slurried, and slurried silt is drawn into hole；The boundary of silt, which is discharged, washes away defeated and dispersed continuous retrogressing, In A thin layer of fluid is formed between sediment boundary and drag reduction surface；Thin layer of fluid is extremely weak to the resistance of board for pillow, leads to ground iron pipe Section 2 is persistently sunk；The cooperation winding wirerope of second hoist 61 provides the sedimentation of more pulling force post iron pipe section 2, and mentions For the power of horizontal direction required for transverse shifting subway pipeline section 2；Part constitutes slurried silt, that is, fluid of thin layer of fluid Thin material influxs ground by return pipe upwards；

Local iron pipe section 2 reaches designated position, portals described in closing and discharges into the electronic lock tongue of hole, quick union, hoist cable 50 It is detached from and returns with subway pipeline section, the subway pipeline section sedimentation construction is completed.

In a possible design, the gas Dai Shui of embodiment 9 enables silt loose from the outlet to portal, over the ground iron pipe The bearing capacity of section weakens, and leads to the suction sedimentation of subway pipeline section, realizes and build the purpose of subway in underground.

Embodiment 9 the utility model has the advantages that a kind of subway construction device for not having to excavate without shield is provided, to build in desert If subway provides a kind of technological means；It pulls subway pipeline section 2 to settle with screw pile, than the electronic screw rod of boosting of embodiment 3 and Increase and decrease manipulator, device is more succinct；Screw pile can also persistently provide the effect of basic part afterwards；Screw pile can also take Reuse out.

In a possible design, the hoist cable 50 of second hoist 61 is connect with board for pillow；The setting of second hoist 61 exists In board for pillow.It does so, can use board for pillow and drive the sedimentation of subway pipeline section.

Sedimentation of the invention builds structures and has wide range of applications.

Fig. 4 and 11 provides embodiment 10；

Embodiment 10 manufactures silo 62 under a tableland, including one with the container concrete tube warehouse 63 to close up, the portion of silo body Point or whole outer surface be provided with drag reduction surface 5, drag reduction surface 5 includes portalling 6, into hole 22, pressure pipe network 20, overfall pipe network 21 and Kai Sha long wedge 23；Opening husky long wedge is a wedge, and cross section includes plate or ellipse；1~6 meter of its length； Its some or all of surface, which is provided with, portals 6 and into hole 22；Open husky long wedge and including pressure pipe network 20 and overfall pipe network 21；It opens Husky long wedge is connected smoothly with drag reduction surface；Pressure pipe network and overfall pipe network including the two communicate；Drag reduction surface it is transversal Face includes for zigzag；

The course of work of embodiment 10: silo body is sling by hoist engine 46 and is gradually put down, and is put into as needed inside silo body Weight 64 accelerates silo body sedimentation for increasing weight；

Drag reduction surface 5 includes opening the 6 output water that respectively portal on husky long wedge, respectively drawing into hole, and water outlet makes the silt at drag reduction surface Slurried, the absorption into hole removes a large amount of silt；The boundary 8 of silt by water outlet wash away and into hole draw and constantly it is defeated and dispersed after It moves back, forms a thin layer of fluid 9 between sediment boundary 8 and drag reduction surface 5；Thin layer of fluid is to the vulnerable of silo body；Cylinder Warehouse persistently sinks under its gravity, realizes the purpose in infrastructure underground silo；

Embodiment 10 the utility model has the advantages that underground silo can be built in a manner of not excavating, be suitble in the place packet having inconvenient traffic It includes and builds underground granary in cell.

It in a possible design, is first constructed once using the drag reduction surface of embodiment 10, and by the drag reduction surface After pull-up returns, then settle silo body.In such manner, it is possible to solve the problems, such as that underground stone is more.

In a possible design, drag reduction surface is arranged in silo body bottom surface, but is not provided with out husky long wedge.

In a possible design, the silo body of embodiment 10 is settled when building at the scene.Ultra-large type is saved in this way The transport of object.

Fig. 4 and 12 provides embodiment 11；

Embodiment 11 manufactures a unrooted lavatory 65 --- with the lavatory that be connected to without pipeline of the external world, including one with ceiling with The cylindrical concrete shell 66 of bottom surface, for being arranged at seabeach or elsewhere；

66 bottom surface of shell is provided with drag reduction surface 5, and drag reduction surface 5 includes portalling 6, into hole 22, pressure pipe network 20, return pipe Net 21 and Kai Sha long wedge 23；Pressure pipe network is connected to by pressure pipe with positive pressure source；Return pipe Netcom crosses return pipe and is connected to ground； Opening husky long wedge is a wedge, and cross section includes plate or ellipse；1~6 meter of its length；Its some or all of table Face, which is provided with, portals 6 and into hole 22；Open husky long wedge and including pressure pipe network 20 and overfall pipe network 21；Open husky long wedge and drag reduction surface It is connected smoothly；Pressure pipe network and overfall pipe network including the two communicate；The cross section of drag reduction surface includes for zigzag；

The course of work of embodiment 11: unrooted lavatory 65 transports to seabeach, is sling by hoist engine and is gradually put down；Seawater is connected with pump As positive pressure source；It includes opening the 6 output water that respectively portal on husky long wedge, respectively drawing into hole that control system host, which enables drag reduction surface 5, out Water keeps the silt at drag reduction surface slurried, and the absorption into hole removes a large amount of silt；The boundary 8 of silt by water outlet wash away and into Hole is drawn and constantly defeated and dispersed retrogressing, and a thin layer of fluid 9 is formed between sediment boundary 8 and drag reduction surface 5；Thin layer of fluid is to nothing Root lavatory it is vulnerable；Unrooted lavatory is persistently sunk under its gravity, realizes the purpose for building semi-underground unrooted lavatory；

After the sedimentation in place of unrooted lavatory 65, screw pile is laid to enhance unrooted with pile engine 59 in its screw pile connecting component 67 The stability of lavatory；

Embodiment 11 the utility model has the advantages that public lavatory can be arranged in seabeach or tourist attractions in a manner of not excavating.

Fig. 4 and 13 provides embodiment 12；

Embodiment 12 is built a waste for biochemical processing unit 68, is set under surface water body 69；Biochemical treatment apparatus 68 Including a closed shell 66；There is a underway 70 above shell 66；Underway 70 includes a hatch door 71；It is underwater logical Road 70 is passed in and out for clearing items and personnel；

It is swapped by dispatch tube 72 with the external world when biochemical treatment apparatus 68 is flat, including exchange waste for biochemical and treated Biogas slurry and biogas residue biogas；

The course of work of embodiment 12: biochemical treatment apparatus 68 is transported to towboat to be completed to position at water body 69, by its inside Pouring water makes it gradually sink to the bottom；It includes opening the 6 output water that respectively portal on husky long wedge, each that control system host, which enables drag reduction surface 5, It is drawn into hole, water outlet keeps the silt at drag reduction surface slurried, and the absorption into hole removes a large amount of silt；8 quilt of boundary of silt Water outlet is washed away and is drawn and constantly defeated and dispersed retrogressing into hole, and a thin layer of fluid 9 is formed between sediment boundary 8 and drag reduction surface 5； Thin layer of fluid is vulnerable to waste for biochemical processing unit 68；Waste for biochemical processing unit 68 is held under its gravity Continuous sinking, realizes the purpose of construction underwater waste biochemical treatment apparatus 68；

After the sedimentation in place of biochemical treatment apparatus 68, screw pile 59 is laid to enhance with pile engine in its screw pile connecting component 67 Its stability.After, it can not be enabled to shake even if generating biogas and generating certain buoyancy；

Embodiment 12 the utility model has the advantages that can in a manner of not excavating wetland underground be arranged artificial wetland treatment waste, It is not take up soil and water surface area, reduces environmental protection facility to appropriation of land；It is few to be emitted within the capacity of environment.

Fig. 4 and 13 provides embodiment 13；

At afloat islands and reefs, one underground hangar 73 of construction, including one are settled with 3D printing technique when manufacturing for embodiment 13 A 3D building print system 74 and a floating dock platform 75.

First start printing manufacture underground hangar 73 on floating dock platform 75, underground hangar 73 includes drag reduction surface 5；Until When underground hangar 73 can voluntarily float on sea and can continue to print aft section, floating dock platform 75 is withdrawn and continues to beat Printing is made.Until underground hangar 73 gets at seabed, it is transferred to using drag reduction surface 5 and sedimentation executive device when manufacturing printing Subsidence stage, until underground hangar 73 completes sedimentation in place.

Using 3D printing system, at sea underground hangar 73, high degree of automation, adaptation are built in islands and reefs scene to embodiment 13 Property is strong.

Each figure of Fig. 4 and 14 provides embodiment 14；

Embodiment 14 is built a underground parking garage 76, including a multiple story garage the library 77, including is set under road Face.Two outlets 78 of setting, are lightered between outlet 78 and each layer parking tier 79 with elevator 80 above the library；

77 bottom of the library, 81 surface is provided with drag reduction surface 5, and drag reduction surface 5 includes portalling 6, into hole 22, pressure pipe network 20, overfall Pipe network 21 and Kai Sha long wedge 23；Pressure pipe network is connected to by pressure pipe 48 with positive pressure source；Return pipe 49 and ground are crossed by return pipe Netcom Face connection；Opening husky long wedge is a wedge, and cross section includes plate or ellipse；1~6 meter of its length；Its part or Person's all surfaces, which are provided with, portals 6 and into hole 22；Open husky long wedge and including pressure pipe network 20 and overfall pipe network 21；Open husky long wedge with Drag reduction surface is connected smoothly；Pressure pipe network and overfall pipe network including the two communicate；The cross section of drag reduction surface includes Zigzag；

The implementation process of embodiment 14: the library 77 include sink when building, including, the ground of hardening is first tackled with cutting facility Until silt layer, the library processed or the library bottom 81 are transported into scene, and erect several hoist engines 46, each elevator Machine 46 is connect with hoist cable 50 with the library bottom 77, and the connection does not influence the library and continues to build；And it builds up enclose at the construction field (site) Wall 82 fills silt in enclosure wall and keeps because emptying the landslide of weightlessness caused by ground；And filling machine hand 83 is used, for passing through Often silt and consolidate to being filled in the slot 84 between the library outer surface and periphery ground.This is done to prevent periphery cubic metre of earth It collapses；

It includes opening the 6 output water that respectively portal on husky long wedge, respectively drawing into hole 22 that control system host, which enables drag reduction surface 5, and water outlet makes Silt at drag reduction surface is slurried, and the absorption into hole removes a large amount of silt；The boundary 8 of silt is washed away and inhaled into hole by water outlet It takes and constantly defeated and dispersed retrogressing, forms a thin layer of fluid 9 between sediment boundary 8 and drag reduction surface 5；Thin layer of fluid is to the library 73 It is vulnerable；The library 73 is persistently sunk under its gravity；When needing to wait the subsequent construction of the library, held with hoist engine Subsequent construction is implemented in built part, is then further continued for settling；

After the sedimentation in place of the library 77, screw pile 59 is laid to enhance it and consolidate with pile engine in its screw pile connecting component 67 Property；

Embodiment 14 the utility model has the advantages that construction underground parking garage can be influenced with minimum environment in bustling location, and it is a large amount of Reduce the use of the very big utensils of noises such as pneumatic pick；Due to remaining pressure in the earth's surface surface of a wound, ensured that without backplate The earthwork is not collapsed.

Various sedimentations of the invention are built structures and are settled at the scene when building.Can save larger transport devices and its Required highway.

Claims

1. manufacture and the installation method of a kind of sedimentation construction structures: it is characterized by comprising sedimentations to build structures and structures Settle executive device；

The fluid of the output be water when, water outlet keep the silt of drag reduction surface slurried, the boundary of silt be discharged wash away it is defeated and dispersed It constantly retreats, forms the thin layer of fluid of a high fluidity between sediment boundary and drag reduction surface；The thin layer of fluid is to institute The resistance for stating structures reduces, and the structures is made persistently to sink using self gravity, is embedded to underground or semi-underground；Slurry The silt of change because the effect of density contrast and pressure difference and on be rushed to ground；On be rushed to the silt slurry on ground and pass through separator for mud and water Separation effluent reuse, the silt isolated are filled including filling out in the upper surface of described structures；

2. according to the method for claim 1, it is characterised in that apparatus for work is transformed using a subsurface attributes, is opened from ground Begin to implement, attribute transformation first carried out to the section on construction access road containing stone,

The attribute transformation includes smashing the stone with cutter device cutting and explosion means；The cutter device includes boring milling Coalcutter, drill mill and metal saw；The rubble that the cutting and explosion are formed retains scene or described in being removed with slush pump Rubble simultaneously removes the space that the rubble leaves with sandy soil filling；Then the attribute being retracted with hoist cable, apparatus for work is transformed, then Sedimentation operation is implemented to the structures in the rubble or in new sandy soil；Or

The subsurface attributes transformation apparatus for work includes that surface is transformed in an attribute；Attribute transformation surface includes that several go out Hole, several are into hole, pressure pipe network and overfall pipe network；The attribute is transformed surface and including serrated-surface and/or several place What is forward extended out opens husky long wedge；Portal and into hole including being arranged on serrated-surface and Kai Sha long wedge；It is described to open husky long wedge and be One wedge, front end include forward extending out 0.1~6 meter；Its cross section includes ellipse；It is described to open inside husky long wedge and wrap Include pressure pipe network and overfall pipe network；It is described to open husky long wedge and the attribute is transformed the other parts on surface and is connected smoothly；

3. structures are built in a kind of sedimentation, including underground silo, semi-underground unrooted lavatory, underwater underground or semi-underground envelope Close structures, underground and underwater means of transportation, it is characterised in that some or all of outer surface of structures is drag reduction table Face；The drag reduction surface includes that several portal, it is described portal be connected to by pressure pipe network and pressure pipe with a positive pressure source；Institute Stating positive pressure source includes water and gas with pressure；The pressure pipe network includes and the structures integral production；

The subsidence control system of sedimentation is executed using one, is portalled described in the subsidence control system host order and is exported fluid:

4. structures are built in sedimentation described in accordance with the claim 3, it is characterised in that

Including the connecting component that several connect with pile, the structures are connect by the connecting component with pile；Or

Including a underway；The underway includes a hatch door；Or

It include several transverse holes in the two sides of the structures, the protruding side-friction stake in transverse holes；Or

It include several transverse holes in the two sides of the structures, the protruding side-friction stake in transverse holes；The transverse direction Friction pile surface has several fluid outlets；The side-friction stake simultaneously has fluid pipe network；Fluid outlet passes through institute Fluid pipe network is stated to be connected to a time cured material source and export time cured material；The time cured material source includes glue Water and concrete；Or

The drag reduction surface include serrated-surface, several places forward extend out open husky long wedge or several spiral propellers；

The long wedge of sand of opening is a wedge, and the cross section for opening husky long wedge includes but is not limited to ellipse；Its length 0.1 ~6 meters；The some or all of surface for opening husky long wedge, which is provided with, portals and into hole；It is described to open husky long wedge and including pressure pipe Net and overfall pipe network；The long wedge of sand of opening is connected smoothly with drag reduction surface；Pressure pipe network and overfall pipe network including the two It communicates.

5. structures are built in sedimentation described in accordance with the claim 3, it is characterised in that

Basic component is provided on the downside of the structures；The basic component includes beam-like object, plate object, sleeper and stake Column；The structures transmit gravity to underground by the basic component；

6. structures are built in sedimentation described in accordance with the claim 3, it is characterised in that the structures include a subway tunnel, The subway tunnel includes the interchangeable subway pipeline section of several segments, platform and subway control system,

It is laid with track in subway tunnel, is laid with pipeline and cable along subway tunnel；Subway carriage is travelled above track；Subway pipeline section Drag reduction surface including bottom outer surface；

The subway pipeline section both ends of the surface include art and craft door；Art and craft door includes that axis and two fan semicircle double-acting door；Art and craft door has Two states: it opens and closes.

7. according to claim 6 sedimentation build structures, it is characterised in that further include isolation assembly, first pipe group, Second pipe group, positive driving pneumatic supply and negative driving pneumatic supply；

Two neighboring subway pipeline section is directly connected to or by an isolation assembly connection；It includes isolating door that assembly, which is isolated,；Isolation The form of door includes photography shutter formula, vertical upper and lower bar gate type and two fan revolving door types；Revolving door, which has, turns on or off two Kind stable state；Revolving door is opened, and compartment is allowed to pass through；Revolving door is closed, and the air circulation in its front and rear sides space is obstructed；

Subway inner tube segment includes driving pneumatic supply and negative driving air pressure with positive respectively by first pipe group and second pipe group Source connection；

Subway carriage includes for closed hydrostatic column one by one；Subway carriage outer surface connects an annular seal piece；It is close Gap between mounting and subway pipe segment inner surface is between 0.5~50 millimeter；

The subway carriage includes carrying drive system or without driving device；The driving device includes air blower driving dress It sets.

8. a kind of sedimentation executive device, it is used to help under a kind of sedimentation builds structures in depth；The structures include Underground silo, semi-underground unrooted lavatory, underwater underground or semi-underground closed structure, underground and underwater means of transportation and Its basic component, it is characterised in that some or all of outer surface of the structures is provided with drag reduction interface；Drag reduction surface packet Include that several portal and/or several are into hole；Structures and including pressure pipe network and/or overfall pipe network；It is described to portal, press Solenoid net, pressure pipe and positive pressure source sequential communication；It is described into hole, overfall pipe network and return pipe sequential communication and to lead to ground；Institute State sedimentation executive device and including several moveable hoist engines, the electronic screw rod of several boostings, increase and decrease manipulator, pressure Pipe, return pipe, positive pressure source and settlement Control device；

9. a kind of sedimentation executive device, it is used to help under a kind of sedimentation builds structures in depth；The structures include Underground silo, semi-underground unrooted lavatory, underwater underground or semi-underground closed structure, underground and underwater means of transportation and Its basic component, it is characterised in that some or all of outer surface of the structures is provided with drag reduction interface；Drag reduction surface packet Include that several portal and/or several are into hole；Structures and including pressure pipe network and/or overfall pipe network；It is described to portal, press Solenoid net, pressure pipe and positive pressure source sequential communication；It is described into hole, overfall pipe network and return pipe sequential communication and to lead to ground；Institute Stating sedimentation executive device includes several screw pile piling machines and several moveable hoist engine, pressure pipe, return pipe, positive pressures Source and settlement Control device；The removable hoist engine is general with piling machine including being designed and manufactured into；The hoist cable band of hoist engine The quick union of electronic lock tongue connects in succession fastly with subway pipeline section；

10. a kind of multilayer sheet metal structural body drag reduction interface, for installation by adhering in a sedimentation construction construct exterior surface, with One sedimentation, which is built, constructs exterior surface integral production, installation by adhering in the work surface of a subsurface attributes transformation apparatus for work Or the work surface integral production with a subsurface attributes transformation apparatus for work, it is characterised in that the multilayer sheet metal structural body packet Include the first compound plate, conduit compound plate and porous compound plate；Conduit compound plate is suppressed with several conduits on two faces；Three pieces of compound plates Including constituting the multilayer sheet metal structural body by riveting parts riveting；Or using riveting other than by the way of connect；

The multilayer sheet metal structural body includes several fluid channels；A part of fluid channel is used as pressure pipe network；Pressure pipe network Connection is portalled and pressure pipe；A part of fluid channel is used as overfall pipe network；Overfall pipe network is connected into hole and return pipe；

Several are set on porous compound plate portal and is connected to pressure pipe network；Several are set on porous compound plate into hole and overfall pipe network Connection；Or

The multilayer sheet metal structural body only includes the first compound plate and conduit compound plate, or only includes conduit compound plate and porous compound plate two Block compound plate；At least one outer surface, which is provided with, in two outer surfaces of the multilayer sheet metal structural body portals and into hole.