CN108005440A - A kind of vertical shaft type garage arrangement form and hanging scaffold - Google Patents
A kind of vertical shaft type garage arrangement form and hanging scaffold Download PDFInfo
- Publication number
- CN108005440A CN108005440A CN201710967377.8A CN201710967377A CN108005440A CN 108005440 A CN108005440 A CN 108005440A CN 201710967377 A CN201710967377 A CN 201710967377A CN 108005440 A CN108005440 A CN 108005440A
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- vertical shaft
- shaft
- garage
- wall
- fluid communication
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- 239000007788 liquid Substances 0.000 claims description 74
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 60
- 238000004891 communication Methods 0.000 claims description 57
- 239000002002 slurry Substances 0.000 claims description 40
- 238000003860 storage Methods 0.000 claims description 38
- 238000007569 slipcasting Methods 0.000 claims description 28
- 239000011435 rock Substances 0.000 claims description 26
- 239000008187 granular material Substances 0.000 claims description 19
- 229910000831 Steel Inorganic materials 0.000 claims description 18
- 239000010959 steel Substances 0.000 claims description 18
- 238000005520 cutting process Methods 0.000 claims description 16
- 238000009434 installation Methods 0.000 claims description 15
- 239000002245 particle Substances 0.000 claims description 15
- 238000013459 approach Methods 0.000 claims description 14
- 238000003780 insertion Methods 0.000 claims description 14
- 230000037431 insertion Effects 0.000 claims description 14
- 238000007873 sieving Methods 0.000 claims description 14
- 239000011083 cement mortar Substances 0.000 claims description 12
- 239000011178 precast concrete Substances 0.000 claims description 9
- 230000005641 tunneling Effects 0.000 claims description 9
- 210000002683 foot Anatomy 0.000 claims description 8
- 238000012544 monitoring process Methods 0.000 claims description 8
- 238000009423 ventilation Methods 0.000 claims description 6
- 238000002347 injection Methods 0.000 claims description 3
- 239000007924 injection Substances 0.000 claims description 3
- 238000005119 centrifugation Methods 0.000 claims description 2
- 230000005611 electricity Effects 0.000 claims description 2
- 239000002689 soil Substances 0.000 claims description 2
- 239000000203 mixture Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 description 18
- 238000010586 diagram Methods 0.000 description 13
- 238000000034 method Methods 0.000 description 8
- 238000009412 basement excavation Methods 0.000 description 4
- 239000000969 carrier Substances 0.000 description 3
- 239000004568 cement Substances 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
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- 239000004567 concrete Substances 0.000 description 1
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- 230000018109 developmental process Effects 0.000 description 1
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H6/00—Buildings for parking cars, rolling-stock, aircraft, vessels or like vehicles, e.g. garages
- E04H6/08—Garages for many vehicles
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H6/00—Buildings for parking cars, rolling-stock, aircraft, vessels or like vehicles, e.g. garages
- E04H6/08—Garages for many vehicles
- E04H6/12—Garages for many vehicles with mechanical means for shifting or lifting vehicles
- E04H6/18—Garages for many vehicles with mechanical means for shifting or lifting vehicles with means for transport in vertical direction only or independently in vertical and horizontal directions
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
The present invention discloses a kind of vertical shaft type garage arrangement form and hanging scaffold, vertical shaft type garage arrangement form, including garage body, parking tier, garage lifting device, hanging scaffold and automobile carrying device, garage body, parking tier, garage lifting device, hanging scaffold and automobile carrying device are separately positioned in vertical shaft, it is equipped with garage body and is greater than or equal to 8 parking tiers, each parking tier is provided with 4 parking stalls, comb-tooth-type is provided with parking stall and fixes vehicle-carrying plate, automobile can be parked in comb-tooth-type under the transport of handling device and fix on vehicle-carrying plate, automobile carrying device is arranged on hanging scaffold, hanging scaffold passes in and out garage body by garage lifting device；An elevator hoistway is equipped with garage body, garage lifting device is located in elevator hoistway, and elevator hoistway is square hoistway.The present invention can build sinking vertical shaft multi-storied garage in the less location in place, can not only be effectively increased the parking stall of community or shopping centre, can also reduce the surface area of multi-storied garage occupancy.
Description
Technical field
The present invention relates to multi-storied garage technical field, more particularly to a kind of vertical shaft type garage arrangement form and hanging scaffold.
Background technology
For medium-and-large-sized city, with being continuously increased for car ownership, parking stall is more and more nervous, and it is pair to have it
For parking space less community and shopping centre, parking difficulty is a social problems urgently to be resolved hurrily.Building up society
In area, in addition to carrying out multi-storied garage transformation to original underground garage, underground garage can also be built in public domain.And show
There is the cylindrical three-dimensional garage in multi-storied garage to be designed more using spoke type parking stall, such garage needs to dig in building course
Larger-diameter pit shaft (being not less than 18m) is dug, the less community in place for that can build multi-storied garage, can not just use existing
Multi-storied garage increases parking stall.
The content of the invention
In view of this, present invention aims at a kind of vertical shaft type garage arrangement form and hanging scaffold is provided, so as on the scene
Sinking vertical shaft multi-storied garage is built in the less location in ground, can not only be effectively increased the parking stall of community or shopping centre, can be with
Reduce the surface area that multi-storied garage takes.
To reach above-mentioned purpose, the present invention uses following technical proposals：Vertical shaft type garage arrangement form, including garage sheet
Body, parking tier, garage lifting device, hanging scaffold and automobile carrying device, the garage body, the parking tier, the garage liter
Falling unit, the hanging scaffold and the automobile carrying device are separately positioned in vertical shaft, are equipped with and are more than in the garage body
Or equal to 8 parking tiers, each parking tier are provided with 4 parking stalls, being provided with comb-tooth-type on the parking stall consolidates
Determine vehicle-carrying plate, automobile can be parked in the comb-tooth-type under the transport of handling device and fix on vehicle-carrying plate, the car carrying
Device is arranged on the hanging scaffold, and the hanging scaffold passes in and out the garage body by the garage lifting device；The garage sheet
An elevator hoistway is equipped with vivo, the garage lifting device is located in the elevator hoistway, and the elevator hoistway is
Square hoistway；The parking stall on the same parking tier surrounds a regular polygon.
Above-mentioned vertical shaft type garage arrangement form, garage lifting gear includes column and lift drive mechanism, described
The lifting guide rail that hanging scaffold is slidably connected with the column and can be described in the driving lower edge in the lift drive mechanism on column
It is freely lifted movement；Under the driving of the automobile carrying device, automobile can be fixed on vehicle-carrying plate from the comb-tooth-type and moved
The comb-tooth-type is moved on to the hanging scaffold or from the hanging scaffold to fix on vehicle-carrying plate；Comb-tooth-type fix vehicle-carrying plate with it is described
Column is fixedly connected.
Above-mentioned vertical shaft type garage arrangement form, the bottom on the parking stall above a parking stall are provided with
Applicator, the applicator are connected with fire fighting supply pipeline fluid communication；In the sinking shaft wall and the parking
Ventilation duct is equipped with gap between position, the ventilation duct includes blast pipe and exhaust duct, between two parking tiers
The blast pipe on be provided with air outlet, be provided with air inlet on the exhaust duct between two parking tiers.
Above-mentioned vertical shaft type garage arrangement form, the vertical shaft driving step are as follows：
1) the first section of excavating shaft pit shaft；
2) shaft wall bottom section is transferred, is comprised the following steps that
2.1) cutting shoe is transferred in vertical shaft；
2.2) being placed equidistant with being more than on the circumferentially disposed vertical shaft fore shaft formed by concreting along vertical shaft or
Equal to 3 ground lifting devices, ground lifting device are sequentially connected with cutting shoe；
2.3) shaft wall bottom section is circumferentially installed in cutting shoe along vertical shaft；
2.4) shaft wall is transferred to the vertical shaft excavated
3) shaft sinking device is installed；
4) the remaining vertical shaft well section of shaft sinking device sublevel drive is utilized, vertical shaft well is transferred while tunneling vertical shaft well section
Dregs is simultaneously discharged vertical shaft by wall using dreg removing system；Before vertical shaft well section is tunneled, first to being injected at the beginning of vertical shaft in section
Clear water；
5) carry out grouting behind shaft or drift lining using filling system and vertical shaft bottom blocks slip casting；
6) shaft wall is reinforced and repaired.
Above-mentioned vertical shaft type garage arrangement form, ground lifting device include cable type hydraulic lift and hoist engine, volume
The free end for the steel strand wires being wound on lifting drum is fixedly connected through cable type hydraulic lift with cutting shoe；Cable type liquid
Pressure lifting gear is fixedly connected by clamping mechanism with steel strand wires, and clamping mechanism includes the first clamping mechanism and the second clamping machine
Structure, the first clamping mechanism are installed on the piston external part of cable type hydraulic lift, and the second clamping mechanism is installed on cable wire
On the one end of formula hydraulic lift cylinder body away from cable type lifting gear piston external part；Cable type hydraulic lift and liquid
The fluid communication connection of press pump station；Steel strand wires between cable type hydraulic lift and cutting shoe be located on the outside of shaft wall and
Gap is equipped between steel strand wires and shaft wall outer wall；Shaft wall includes being greater than or equal to 3 precast concrete arc panels,
The termination of the circumferentially upper two adjacent precast concrete arc panels of vertical shaft is fixedly connected；Adjacent two of in the vertical direction
The both ends termination of the precast concrete arc panel is staggered setting.
Above-mentioned vertical shaft type garage arrangement form, the shaft sinking device in step 3) include broken rock mechanism, supporting rack, turn
Disk, rotary drive mechanism, detent mechanism, the first oil cylinder and the second oil cylinder；The broken rock mechanism is located under first oil cylinder
Side and it is fixedly connected with the piston external part of first oil cylinder, first oil cylinder is located at the lower section of the turntable and described the
The cylinder body cylinder bottom of one oil cylinder is hinged with the turntable, the turntable be located at the lower section of the rotating mechanism and with the rotation driving
The pto shaft drive connection of mechanism, the rotary drive mechanism are arranged on support frame as described above；The work of second oil cylinder
The cylinder body of plug external part and first oil cylinder is hinged, and cylinder body and the detent mechanism of second oil cylinder are hinged, described fixed
Position mechanism is located at the lower section of the turntable and is fixedly connected with the turntable；Support frame as described above passes through the clamping mechanism and vertical shaft
Borehole wall inner wall is fixedly connected；The broken rock mechanism is the roller that the broken rock portion of breaking ground is the spindle component that pick is provided with outer wall
Formula broken rock mechanism；The rotary drive mechanism is either-rotation motor；Support frame as described above includes installation sleeve and support feet, the installation
It is greater than or equal to 3 support feets from being provided with along the installation sleeve is circumferentially equidistant on sleeve outer wall；The rotation driving
The lower end of mechanism is arranged in the installation sleeve.
Above-mentioned vertical shaft type garage arrangement form, dreg removing system include breaker, particle diameter sieving approach system, slush pump,
Sludge-water separating system and back water pump, the sludge-water separating system include scalping, level-one slurry storage tank, two level slurry storage tank, the first centrifugation
Pump, the second centrifugal pump, coarse granule cyclone separator, fine grained cyclone separator, dewatering screen, three-level slurry storage tank and liquid collecting funnel,
The dewatering screen is arranged on the surface of the scalping, and the scalping is arranged on the surface of the liquid collecting funnel, the liquid collecting
The outlet end of funnel is connected with the liquid feeding end fluid communication of the level-one slurry storage tank, the outlet end of the level-one slurry storage tank with it is described
The liquid feeding end fluid communication connection of first centrifugal pump, the outlet end of first centrifugal pump and the coarse granule cyclone separator
Liquid feeding end fluid communication connects, and the coarse granule liquid outlet end of the coarse granule cyclone separator is being arranged on the dewatering screen just
Top, the fine grained liquid outlet end of the coarse granule cyclone separator and the liquid feeding end fluid communication of the two level slurry storage tank connect
Connect, the outlet end of the two level slurry storage tank is connected with the liquid feeding end fluid communication of second centrifugal pump, second centrifugal pump
Outlet end be connected with the liquid feeding end fluid communication of the fine grained cyclone separator, thick of the fine grained cyclone separator
Grain liquid outlet end is arranged on the surface of the dewatering screen, the fine grained liquid outlet end of the fine grained cyclone separator with
The liquid feeding end fluid communication connection of the three-level slurry storage tank, water outlet and the sludge-water separating system of the three-level slurry storage tank
Water outlet fluid communication connection；The discharge end of the scalping is connected with the discharge end fluid communication of the dewatering screen；The muddy water
The outlet end of the mud input terminal of piece-rate system is arranged on the surface of the scalping；The discharge end of the breaker with it is described
The feed end conducting connection of particle diameter sieving approach system, the discharge end of the particle diameter sieving approach system and the mud of the slush pump
Starch the connection of input terminal fluid communication, the mud output terminal of the slush pump and the mud input terminal fluid of the sludge-water separating system
Conducting connection, the water outlet of the sludge-water separating system are connected with the water inlet end fluid communication of the back water pump, the back water pump
Water outlet be arranged on the particle diameter sieving approach system discharge end top；The mud input terminal of the slush pump is equipped with single
To valve；The scalping, the level-one slurry storage tank, the two level slurry storage tank, first centrifugal pump, second centrifugal pump, institute
State coarse granule cyclone separator, the fine grained cyclone separator, the dewatering screen, the three-level slurry storage tank and liquid collecting leakage
Bucket is separately positioned in the noise-reduction case.
Above-mentioned vertical shaft type garage arrangement form, using filling system between shaft wall and vertical shaft well side in step 4)
Wall after annular space injection mud, inject cement mortar, slip casting system to annular space after wall using filling system in the step 5)
System includes grouting pump, delivery pipe and rapid insertion device, the rapid insertion device include upper quick connector, separator tube and it is lower soon
Connection-peg；The outlet end of the grouting pump is connected with the liquid feeding end fluid communication of the delivery pipe, the outlet end of the delivery pipe
It is connected with the liquid feeding end fluid communication of the upper quick connector, the outlet end of the upper quick connector and the feed liquor of the separator tube
Fluid communication connection is held, the outlet end of the separator tube is connected with the liquid feeding end fluid communication of the lower quick connector, under described
The outlet end of quick connector and the liquid feeding end stream for being arranged on the injected hole on shaft wall and through shaft wall inner and outer wall
Body conducting connection, the liquid outlet of the outlet end of the injected hole be arranged on the outer wall of shaft wall and with slip casting diversion channel fluid
Conducting connection, the slip casting diversion channel are arranged on the outer wall of shaft wall；The separator tube caliber D, the delivery pipe caliber
D, D=1.5-2d；Check valve is provided with the mud output terminal of the rapid insertion device；The filling system further includes monitoring
Subsystem and control subsystem, the control subsystem are communicated to connect with the grouting pump and the monitoring subsystem respectively；Institute
State in monitoring subsystem, pipe pressure sensor and flow wear sensor and be separately positioned in the delivery pipe
Above-mentioned vertical shaft type garage arrangement form, it is described when injecting mud into annular space after wall using filling system
The liquid feeding end of grouting pump is connected with the mud output terminal fluid communication of the dreg removing system.
For the hanging scaffold in above-mentioned vertical shaft type garage arrangement form, including loading plate and the turntable that turns around, the turntable that turns around
It is arranged on the loading plate and the upper face of the turntable that turns around is provided with groove type guide rail, the traveling wheel of automobile carrying device
It is arranged in the groove type guide rail；The lower end of the turntable that turns around is fixedly connected with the loading plate；The turntable that turns around
Upper end can be rotated relative to the lower end of the turntable that turns around, and the automobile carrying device is AGV automobile carriers.
Beneficial effects of the present invention are as follows：
Add, can be used for reserved 1. the present invention can be used for community's progress parking space longer to the built time
The parking space of the less shopping centre of floor area is added, and effectively existing parking stall quantity can be supplemented.
2. the present invention can be built in a diameter of location not less than 12m of floor area.
3. will not be to this body structure of building and structure foundation when the present invention is built in the location of neighbouring skyscraper
Have an impact.
Brief description of the drawings
Fig. 1 is the structure diagram of vertical shaft type garage arrangement form in the present invention.
Fig. 2 is the structure diagram of another line of vision of vertical shaft type garage arrangement form in the present invention；
Fig. 3 is the schematic diagram that shut-down operation is carried out using the present invention；
Fig. 4 is the operation chart that different directions parking is carried out using the present invention；
Fig. 5 is the structure diagram of hanging scaffold in the present invention；
Fig. 6 is vertical shaft tunneling construction schematic diagram in the present invention；
Fig. 7 is the structure diagram of the broken rock mechanism of shaft sinking device in the present invention；
Fig. 8 is shaft wall decentralization construction schematic diagram in the present invention；
Fig. 9 is shaft wall structure diagram in the present invention；
Figure 10 is filling system structure diagram in the present invention；
Figure 11 is the structure diagram of rapid insertion device in the present invention；
Figure 12 is precast concrete arc plate structure schematic diagram in the present invention；
Figure 13 is the structure diagram of dreg removing system in the present invention；
Figure 14 is the structure diagram of the sludge-water separating system of dreg removing system in the present invention.
In figure, 101- surface structureses；102- is imported and exported；103- shaft walls；104- comb-tooth-types fix vehicle-carrying plate；105- liters
Driving mechanism drops；106- hanging scaffolds；107- automobile carrying devices；108- groove type guide rails；109- turns around turntable；110- columns；
111- loading plates；2- rotary drive mechanisms；3- support feets；4- clamping mechanisms；The second oil cylinders of 5-；The first oil cylinders of 6-；7- broken rock machines
Structure；8- installation sleeves；9- turntables；10- detent mechanisms；11- picks；12- vertical shafts well is helped；13- cutting shoes；14- hydraulic power units；15-
Hoist engine；16- steel strand wires；17- carriers；The first clamping mechanisms of 18-；The second clamping mechanisms of 19-；20- cable type hydraulic liftings
Device；21- precast concrete arc panels；22- mud pits；23- grouting pumps；24- delivery pipes；25- rapid insertion devices；26- is mono-
To valve；27- injected holes；The upper quick connectors of 28-；29- separator tubes；Quick connector under 30-；31- slip casting diversion channels；32- crushes dress
Put；33- particle diameter sieving approach systems；34- slush pumps；35- sludge-water separating systems；36- back water pumps；37- scalpings；38- level-ones are stored up
Stock tank；The first centrifugal pumps of 39-；40- coarse granule cyclone separators；41- dewatering screens；42- two level slurry storage tanks；43- fine grained eddy flows
Separator；44- three-level slurry storage tanks；45- liquid collecting funnels.
Embodiment
In order to illustrate more clearly of the present invention, the present invention is done further with reference to preferred embodiments and drawings
It is bright.Similar component is indicated with identical reference numeral in attached drawing.It will be appreciated by those skilled in the art that institute is specific below
The content of description is illustrative and be not restrictive, and should not be limited the scope of the invention with this.
As shown in Figs 1-4, vertical shaft type garage arrangement form in the present invention, including garage body, parking tier, Garage lifting dress
Put, hanging scaffold 106 and automobile carrying device 107, the garage body, the parking tier, the garage lifting device, the hanging scaffold
106 and the automobile carrying device 107 be separately positioned in vertical shaft, is equipped with 8 parking tiers in the garage body,
Each parking tier is provided with 4 parking stalls, and comb-tooth-type is provided with the parking stall and fixes vehicle-carrying plate 104, and automobile can be with
It is parked in the comb-tooth-type under the transport of handling device to fix on vehicle-carrying plate 104, the automobile carrying device 107 is arranged on institute
State on hanging scaffold 106, the hanging scaffold 106 passes in and out the garage body by the garage lifting device；Set in the garage body
There is an elevator hoistway, the garage lifting device is located in the elevator hoistway, and the elevator hoistway is square
Hoistway；The parking stall on the same parking tier surrounds a square.Wherein, the garage is included with lifting gear
Column 110 and lift drive mechanism 105, the comb-tooth-type is fixed vehicle-carrying plate 104 and is fixedly connected with the column 110, described to hang
Disk 106 is slidably connected with the column 110 and can be described in the driving lower edge in the lift drive mechanism 105 on column 110
Lifting is freely lifted movement with guide rail；Under the driving of the automobile carrying device 107, automobile can be fixed from the comb-tooth-type
It is moved on vehicle-carrying plate 104 on the hanging scaffold 106 or the comb-tooth-type is moved to from the hanging scaffold 106 and fixes vehicle-carrying plate 104
On；The automobile carrying device 107 is AGV comb-tooth-type automobile carriers.
In view of multi-storied garage is electricity consumption facility and is semi-enclosed space, rigorous fire is needed in garage, therefore positioned at one
The bottom on the parking stall above the parking stall is provided with applicator, the applicator and fire fighting supply pipeline fluid
Conducting connection.And ventilation duct, the ventilation duct are equipped with the gap between the sinking shaft wall 103 and the parking stall
Including blast pipe and exhaust duct, air outlet is provided with the blast pipe between two parking tiers, positioned at two
Air inlet is provided with the exhaust duct between the parking tier, so can not only ensure that humidity is relatively low in garage, it is ensured that
Vehicle parking avoids automotive metal component and gets rusty in a more dry space, but also can be to avoid temperature in garage
Accumulation, reduce garage internal temperature, avoid inflammable articles occur in garage spontaneous combustion trigger fire.
In the present embodiment, as shown in figure 5, the hanging scaffold 106 includes loading plate 111 and the turntable 109 that turns around, it is described to turn around to turn
Disk 109 is arranged on the loading plate 111 and the upper face for turning around turntable 109 is provided with groove type guide rail 108, and automobile is removed
The traveling wheel of shipping unit 107 is arranged in the groove type guide rail 108.Wherein, the lower end of the turntable 109 that turns around is held with described
Support plate 111 is fixedly connected；The upper end of the turntable 109 that turns around can be rotated relative to the lower end of the turntable 109 that turns around.
During using the present invention, institute's loading plate 111 is risen to the top of the garage body by the lift drive mechanism 105
Portion, and the vehicle-carrying plate is placed on above the broach of the AGV comb-tooth-types automobile carrier and by the AGV comb-tooth-types automobile
Carrier turns around on turntable 109 described in being arranged on, and is then transferred the loading plate 111 by the lift drive mechanism 105
To the parking tier of vehicle parking, turntable 109 then is turned around so that automobile turns around to stop on turntable 109 described described in startup
Put direction and the parking bit parallel, then with the AGV comb-tooth-types automobile carrier by automobile transportation to the parking stall simultaneously
Automobile parking is fixed on vehicle-carrying plate 104 in the comb-tooth-type, then by the AGV comb-tooth-types automobile carrier from the parking
Displacement goes out and is parked on the turning back of car turntable 109, you can completes parking.
In the present embodiment, the vertical shaft using underwater tunneling method pick block form, as shown in fig. 6, specifically include as
Lower step：
1) the first section of excavating shaft pit shaft.
In order to improve land utilization ratio, more vehicles are parked in the location of limited area, generally use builds stereoscopic vehicle
The method in storehouse increases parking stall, and in order not to influence the daylight rate in other building rooms, uses underground three-dimensional garage more, and
Need to excavate certain depth downwards using underground three-dimensional garage, parking stall needs more, and lower digging depth is bigger, and lower digging
Depth it is bigger will be to underground three-dimensional garage neighboring buildings influence it is more, thus before excavating shaft usually require vertical shaft is opened
The geological condition for digging location is reconnoitred, and provides geological mapping report, is then formulated arrangement and method for construction by designer, especially should
Notice that the influence to tall building foundation is excavated in influence and vertical shaft of the stratum water burst to construction.
And in order to avoid shaft excavation location ground debris Land leveling has an impact construction, before excavating shaft also
Need to carry out Land leveling to shaft excavation location.After Land leveling, using section at the beginning of excavator excavating shaft pit shaft, with
Easy to the placement of shaft wall 103 and the progress of subsequent construction.
It is 3-5 meters to dig depth under the first section of vertical shaft, is not only convenient for decentralization installation shaft wall 103, but also be easy to
Shaft excavation machine is installed on the borehole wall.
In view of the weight of shaft wall 103 is sharply increased with its height increase, to avoid 103 hanging apparatus of shaft wall
Collapsing, which occurs, in the ground of lower section causes hanging apparatus to overturn, it usually needs the ground below hanging apparatus is hardened, at the same time
In order to avoid vertical shaft well side 12 caves near Shaft bank or wall caving, the present invention circumferentially build vertical shaft by laying bricks or stones using along Shaft bank
The method of fore shaft eliminates below influence and hanging apparatus of the hanging apparatus to vertical shaft land subsidence to hanging apparatus
The influence of attitude stability.
2) 103 bottom of shaft wall section is transferred.
In the present embodiment, decentralization shaft wall 103 includes the following steps：
2.1) cutting shoe 13 is transferred in vertical shaft；
2.2) being placed equidistant with being more than on the circumferentially disposed vertical shaft fore shaft formed by concreting along vertical shaft or
Equal to 3 ground lifting devices, ground lifting device are sequentially connected with cutting shoe 13；
2.3) 103 bottom of shaft wall section is circumferentially installed in cutting shoe 13 along vertical shaft；
2.4) shaft wall 103 is transferred to the vertical shaft excavated.
As shown in figs. 9 and 12, shaft wall 103 includes 4 precast concrete arc panels 21, in vertical shaft circumferential direction
The termination of two adjacent precast concrete arc panels 21 is fixedly connected；Two adjacent concretes of in the vertical direction
The both ends termination of native arc panel 21 is staggered setting.
Wherein, as shown in figure 8, ground lifting device includes cable type hydraulic lift 20 and hoist engine 15, wound on
The free end of steel strand wires 16 on 15 reel of hoist engine is fixedly connected through cable type hydraulic lift 20 with cutting shoe 13；Cable wire
Formula hydraulic lift 20 is fixedly connected by clamping mechanism with steel strand wires 16, and clamping mechanism includes the first clamping mechanism 18 and the
Two clamping mechanisms 19, the first clamping mechanism 18 are installed on the piston external part of cable type hydraulic lift 20, the second clamping
Mechanism 19 is installed on the one end of 20 cylinder body of cable type hydraulic lift away from cable type lifting gear piston external part；Cable wire
Formula hydraulic lift 20 is connected with 14 fluid communication of hydraulic power unit, between cable type hydraulic lift 20 and cutting shoe 13
Steel strand wires 16 be located at the outside of shaft wall 103, and gap is equipped between 103 outer wall of steel strand wires 16 and shaft wall, to subtract
Few friction between steel strand wires 16 and shaft wall 103, avoids steel strand wires 16 because serious wear is broken.
Using ground lifting device decentralization shaft wall 103 during, when piston external part stretch out cylinder body outside and piston
Movement is that the second clamping mechanism 19 unclamps in advance, and the first clamping mechanism 18 is in the lock state when stretching out to external part upwards so that
First clamping mechanism 18 is in steel strand wires 16 and is fixedly connected with state, and at this time, piston external part bounces back into cylinder body, shaft wall
103 can settle downwards under self gravitation effect, and after in piston external part retract cylinder, the second clamping mechanism 19 is in lock
Determine state so that the second clamping mechanism 19 is in steel strand wires 16 and is fixedly connected with state, then unclamps the first clamping mechanism 18, connects
Makes piston external part stretch out cylinder body, is then in the lock state again the first clamping mechanism 18, makes at the second clamping mechanism 19
In releasing orientation, then piston external part is set to retract into cylinder body, the decentralization of shaft wall 103 can be achieved in so circulation.
Wherein, cable type hydraulic lift 20 is installed on carrier 17.
3) shaft sinking device is installed.
After being put well under the section of 103 bottom of shaft wall, shaft sinking device is installed to by vertical shaft by hanging device
It is interior.Wherein, as shown in Figure 6 and Figure 7, shaft sinking device include broken rock mechanism 7, supporting rack, turntable 9, rotary drive mechanism 2,
Detent mechanism 10, the first oil cylinder 6 and the second oil cylinder 5；The broken rock mechanism 7 be located at the lower section of first oil cylinder 6 and with it is described
The piston external part of first oil cylinder 6 is fixedly connected, and first oil cylinder 6 is located at the lower section of the turntable 9 and first oil cylinder 6
Cylinder body cylinder bottom and the turntable 9 it is hinged, the turntable 9 be located at the lower section of the rotating mechanism and with the rotary drive mechanism
2 pto shaft drive connection, the rotary drive mechanism 2 are arranged on support frame as described above；The piston of second oil cylinder 5
The cylinder body of external part and first oil cylinder 6 is hinged, and the cylinder body of second oil cylinder 5 is hinged with the detent mechanism 10, described
Detent mechanism 10 is located at the lower section of the turntable 9 and is fixedly connected with the turntable 9；Support frame as described above passes through the clamping mechanism
4 are fixedly connected with 103 inner wall of shaft wall；The broken rock mechanism 7 is that the broken rock portion of breaking ground is the spinning that pick 11 is provided with outer wall
The drum-type broken rock mechanism 7 of capitate component；The rotary drive mechanism 2 is either-rotation motor.Wherein, support frame as described above includes installation
Sleeve 8 and support feet 3, it is circumferentially equidistant from being provided with 3 supports along the installation sleeve 8 on 8 outer wall of installation sleeve
Foot 3；The lower end of the rotary drive mechanism 2 is arranged in the installation sleeve 8.
When installing shaft sinking device, first according to the device of assembling shaft sinking from the bottom to top of the structure shown in Figure 11, and 3
A clamping mechanism 4 is equidistant to be installed on 103 inner wall of shaft wall, is then hung shaft sinking device by hanging device
Put into vertical shaft, and be clamped the free end of the support feet 3 and the clamping mechanism 4, then start the broken rock machine
Structure 7, then the broken rock mechanism 7 start to work, the rock-soil layer that it is contacted is crushed.It can be adjusted using first oil cylinder 6
The whole broken rock mechanism 7 is moved to the direction away from or close to support frame as described above, can be adjusted by second oil cylinder 5 described
Broken rock mechanism 7 is moved to the direction away from or close to vertical shaft central axes, and can then pass through drive by the either-rotation motor
The dynamic turntable 9, which rotates clockwise or counterclockwise, drives the broken rock mechanism 7 to be rotated, to adjust the broken rock mechanism 7
The position of excavation.In the present embodiment, it is positive and negative that the either-rotation motor can be such that the broken rock mechanism 7 is rotated around vertical shaft central axes
190 °, and using the combinative movement of second oil cylinder 5 and first oil cylinder 6 the broken rock mechanism 7 can be realized with institute
State 6 cylinder bottom of the first oil cylinder to be swung for axle center, be conducive to carry out globality driving to vertical shaft bottom.
The position base of development machine need not be carried out during excavating vertical shaft due to the use of above-mentioned shaft sinking device
Adjustment, is carried out continuously easy to what vertical shaft excavated, is conducive to save the construction time.
After shaft sinking device installs, the water filling into vertical shaft by the grey water system in city, water depth is extremely
It is less 1.5 meters of depths, to ensure that dreg removing system normally can extract mud out vertical shaft, so as to ensure the smooth row of dregs
Go out.
4) the remaining vertical shaft well section of shaft sinking device sublevel drive is utilized, vertical shaft well is transferred while tunneling vertical shaft well section
Dregs is simultaneously discharged vertical shaft by wall 103 using dreg removing system.
After shaft sinking device installs, and after other auxiliary facilities are ready, you can start vertical shaft
Mole and other auxiliary facilities excavate vertical shaft, during vertical shaft driving is carried out, using segmentation
Tunneling method carries out, and is segmented installation shaft wall 103 at the same time, just to rectify a deviation to vertical shaft tunneling direction, avoids erecting
Vertical shaft well helps the extruding of 12 pairs of shaft walls 103 when well shaft tunneling direction glances off.And tunneled using segmented, favorably
Overhauled and safeguarded in shaft sinking device and other auxiliary facilities, it is ensured that construction is smoothed out.
Wherein, as shown in Figure 13 and Figure 14, dreg removing system includes breaker 32, particle diameter sieving approach system 33, mud
Pump 34, sludge-water separating system 35 and back water pump 36, the sludge-water separating system 35 include scalping 37, level-one slurry storage tank 38, two level
Slurry storage tank 42, the first centrifugal pump 39, the second centrifugal pump, coarse granule cyclone separator 40, fine grained cyclone separator 43, dewatering screen
41st, three-level slurry storage tank 44 and liquid collecting funnel 45, the dewatering screen 41 are arranged on the surface of the scalping 37, and the scalping 37 is set
Put in the surface of the liquid collecting funnel 45, the liquid feeding end stream of the outlet end of the liquid collecting funnel 45 and the level-one slurry storage tank 38
Body conducting connection, the outlet end of the level-one slurry storage tank 38 are connected with the liquid feeding end fluid communication of first centrifugal pump 39, institute
The outlet end for stating the first centrifugal pump 39 is connected with the liquid feeding end fluid communication of the coarse granule cyclone separator 40, the coarse granule
The coarse granule liquid outlet end of cyclone separator 40 is arranged on the surface of the dewatering screen 41, the coarse granule cyclone separator
40 fine grained liquid outlet end is connected with the liquid feeding end fluid communication of the two level slurry storage tank 42, the two level slurry storage tank 42
Outlet end is connected with the liquid feeding end fluid communication of second centrifugal pump, outlet end and the fine grained of second centrifugal pump
The liquid feeding end fluid communication connection of cyclone separator 43, the coarse granule liquid outlet end of the fine grained cyclone separator 43 are set
In the surface of the dewatering screen 41, fine grained liquid outlet end and the three-level storage of the fine grained cyclone separator 43 are starched
The liquid feeding end fluid communication connection of groove 44, the water outlet of the three-level slurry storage tank 44 and the water outlet of the sludge-water separating system 35
Fluid communication connects；The discharge end of the scalping 37 is connected with the discharge end fluid communication of the dewatering screen 41；The muddy water point
Outlet end from the mud input terminal of system 35 is arranged on the surface of the scalping 37；The discharge end of the breaker 32 with
The feed end conducting connection of the particle diameter sieving approach system 33, discharge end and the mud of the particle diameter sieving approach system 33
The mud input terminal fluid communication connection of stock pump 34, the mud output terminal of the slush pump 34 and the sludge-water separating system 35
Mud input terminal fluid communication connects, and the water outlet of the sludge-water separating system 35 and the water inlet end fluid of the back water pump 36 are led
Lead to and connect, the water outlet of the back water pump 36 is arranged on the top of the discharge end of the particle diameter sieving approach system 33；The mud
The mud input terminal of stock pump 34 is equipped with check valve 26；The scalping 37, the level-one slurry storage tank 38, the two level slurry storage tank 42,
First centrifugal pump 39, second centrifugal pump, the coarse granule cyclone separator 40, the fine grained cyclone separator
43rd, the dewatering screen 41, the three-level slurry storage tank 44 and the liquid collecting funnel 45 are separately positioned in the noise-reduction case.Its
In, the breaker 32 can be served as with the broken rock mechanism 7 of shaft sinking device.
In the present embodiment, bulk dregs tentatively crush using the breaker 32, after then tentatively crushing
Obtained dregs send to the particle diameter sieving approach system 33 and screens out the larger dregs of particle diameter to be crushed again, and grain
The less dregs in footpath is then mixed with water is pumped into the 35 row mud-water separation of sludge-water separating system for mud by the slush pump 34, and by
Sludge-water separating system 35 described in the back water pump 36 separates out the water come or the relatively low slush pump 34 of dregs content is returned in open caisson, makes
Water is farthest utilized.During the transport of whole dregs, it is only necessary to the operating status of a monitoring device,
Work without excessive people during dregs transport, while the transport of dregs can also be accelerated, save the construction time,
Maintain the smoothness of construction.
When the water re-injection obtained after by separation enters in vertical shaft, it is necessary to vertical shaft moisturizing, to ensure vertical shaft well
Water level in cylinder, so that it is not in change by a relatively large margin to avoid vertical shaft from excavating location groundwater level, so as to avoid
Vertical shaft Adjacent Buildings settle, and reduce underground construction to influence of the construction site to surrounding buildings.
And rub in view of can exist between vertical shaft well side 12 and shaft wall 103, or vertical shaft well helps the dregs of 12 avalanches
Larger frictional force can be produced to shaft wall 103, influence vertical shaft behind gap between filling vertical shaft well side 12 and shaft wall 103
The decentralization of the borehole wall 103, in the present embodiment, is carrying out vertical shaft the mistake of sublevel drive and the segmentation decentralization of shaft wall 103
Cheng Zhong, injects mud, as shown in figs. 10-12, filling system includes grouting pump 23, defeated using filling system to annular space after wall
Pipe 24 and rapid insertion device 25 are sent, the rapid insertion device 25 includes upper quick connector 28, separator tube 29 and lower fast grafting
First 30；The outlet end of the grouting pump 23 is connected with the liquid feeding end fluid communication of the delivery pipe 24, and the delivery pipe 24 goes out
Liquid end is connected with the liquid feeding end fluid communication of the upper quick connector 28, outlet end and the buffering of the upper quick connector 28
The liquid feeding end fluid communication connection of pipe 29, the outlet end of the separator tube 29 and the liquid feeding end fluid of the lower quick connector 30 are led
Lead to and connect, the outlet end of the lower quick connector 30 is with being arranged on shaft wall 103 and through 103 inner wall of shaft wall and outside
The liquid feeding end fluid communication connection of the injected hole 27 of wall, the liquid outlet of the outlet end of the injected hole 27 are arranged on shaft wall
It is connected on 103 outer wall and with 31 fluid communication of slip casting diversion channel, the slip casting diversion channel 31 is arranged on the outer of shaft wall 103
On wall；Separator tube 29 the caliber D, delivery pipe 24 the caliber d, D=1.5-2d.Mud is being injected in annular space to after wall
When, the mud output terminal of slush pump 34 can be connected with the liquid feeding end fluid communication of grouting pump 23, can also be set on ground
The liquid feeding end of grouting pump 23 is simultaneously placed in mud pit 22 by mud pit 22.The separator tube 29 can be to avoid the utilization grouting pump
23 when injecting mud to the gap between shaft wall 103 and vertical shaft well side 12 supercharging be pumped into sludge process and cause vertical shaft well
Wall 103 and vertical shaft well help the mud generation in the gap between 12 is larger to spring up, and are sprung up so as to reduce mud to shaft wall
103 damaging influences produced
Wherein, the grouting pump 23 is caused in order to avoid the bulk debris in mud pit 22 is drawn into the grouting pump 23
Damage or block the delivery pipe 24, in the present embodiment, filtration apparatus, the mistake are equipped with the liquid feeding end of the grouting pump 23
Filter device is double-edged fine-toothed comb；Described in when the grouting pump 23 is shut down before mud to be replaced into cement mortar, mud can flow backward to
In delivery pipe 24, cause gap occur between shaft wall 103 and vertical shaft well side 12, cause stratum infiltration or water burst to vertical shaft well
Side 12 is washed away or damaged, and the outlet end of the rapid insertion device 25 is provided with check valve 26.
And in order to being monitored to grouting pressure during annular space slip casting after wall and flow, while to the slip casting
Pump 20 output powers to be adjusted, in the present embodiment, be additionally provided with monitoring subsystem and control subsystem, the control subsystem point
Do not communicated to connect with the grouting pump 23 and the monitoring subsystem；In the monitoring subsystem, pipe pressure sensor and stream
Amount is worn sensor and is separately positioned in the delivery pipe 24.
Cement mortar slip casting is carried out for the ease of annular space after being fallen under shaft wall 103 behind the position of design to wall,
Be conducive to cement mortar at the same time to the uniform slip casting of annular space after wall, in the present embodiment, the outlet end of the injected hole 27 and slip casting
31 fluid communication of diversion channel connects, and the slip casting diversion channel 31 is arranged on the outer wall of shaft wall 103.In actual application
In, the slip casting diversion channel 31 is arranged on the outer wall of shaft wall 103.
When using filling system, first by the outlet end of the rapid insertion device 25 and the liquid feeding end of the injected hole 27
Connection, and encapsulation process is carried out to interface, then again by the outlet end of the rapid insertion device 25 and the delivery pipe 24
Outlet end connects, and is then connected the outlet end of the delivery pipe 24 with the outlet end of the grouting pump 23, then by grouting pump
23 liquid feeding end is put into the mud pit 22, then starts the grouting pump 23 to annular after wall by the control subsystem
Mud is injected in space, as vertical shaft tunnels, controls the grouting pump 23 to improve output work by the control subsystem
Rate meets the mud-filled needs of annular space after wall to provide output pump pressure.Treat that shaft wall 103 transfers to design position
Afterwards, the mud input terminal of the grouting pump 23 can be placed in cement stock tank 22 or be exported with the cement mortar of bulk cement carrier
Fluid communication connection is held, cement mortar slip casting is then carried out into annular space after wall 2, to be reinforced to vertical shaft well side 12.
Before carrying out cement mortar slip casting, it usually needs to the grouting pump 23, the slurry pipeline 24,25 and of the rapid insertion device
The injected hole 27 is cleaned, and then carries out cement mortar slip casting again.
Mud is injected after the gap between shaft wall 103 and vertical shaft well side 12, mud can reduce vertical shaft well side
The frictional force of 12 pairs of shaft walls 103, is conducive to the decentralization of shaft wall 103, saves the vertical shaft integral construction time.
5) carry out grouting behind shaft or drift lining using filling system and vertical shaft bottom blocks slip casting.
After vertical shaft driving completion, slurry pipeline 24, grouting pump 23 and injected hole 27 are first passed through to ring after wall
Shape space carries out slip casting, then carries out end-blocking slip casting in vertical shaft bottom.
In annular space slip casting after carrying out wall, slip casting is carried out using following manner：Reserve a part of 27 conduct of injected hole
Osculum, the shape that osculum is distributed on shaft wall 103 are double-helix, remaining injected hole 27 is used as cement mortar slip casting
Hole 27, so can not only ensure mud being rapidly replaced into cement mortar, also help the row of ponding after shaft wall 103
Put, be conducive to the initial set of annular space slip casting after quickening wall, it is time-consuming to be conducive to shortening vertical shaft driving.
6) shaft wall 103 is reinforced and repaired.
, it is necessary to which shaft wall 103 is reinforced and repaired before building underground three-dimensional garage in vertical shaft, vertical shaft is avoided
There is the construction that damaged or other situations influence underground three-dimensional garage in the borehole wall 103.
The vertical shaft as underground three-dimensional garage is carried out using the present invention to build, and can not only be shortened the construction period, it can also be ensured that
The deviation proportion of vertical shaft is not higher than 0.08%, and uses double-helix formula osculum to set, and can accelerate cement mortar displacement mud
The speed of slurry, when taking compared with osculum or other modes setting osculum saving 12-36 small is not provided with, is conducive to shorten construction work
Phase.
Using vertical shaft type garage arrangement form in the present invention and the vertical shaft tunneling method, city can be not only realized
The vision of middle small space increase parking stall quantity, it is high-rise to construction site periphery can also to reduce underground construction in small space
The influence of building, is conducive to improve city old residential community parking environment.
Obviously, the above embodiment of the present invention is only intended to clearly illustrate example of the present invention, and is not pair
The restriction of embodiments of the present invention, for those of ordinary skill in the field, may be used also on the basis of the above description
To make other variations or changes in different ways, all embodiments can not be exhaustive here, it is every to belong to this hair
Row of the obvious changes or variations that bright technical solution is extended out still in protection scope of the present invention.
Claims (10)
1. a kind of vertical shaft type garage arrangement form, it is characterised in that including garage body, parking tier, garage lifting device, hanging scaffold
(106) and automobile carrying device (107), the garage body, the parking tier, the garage lifting device, the hanging scaffold
(106) it is separately positioned on the automobile carrying device (107) in vertical shaft, is equipped with and is greater than or equal in the garage body
8 parking tiers, each parking tier are provided with 4 parking stalls, and comb-tooth-type is provided with the parking stall and fixes carrier vehicle
Plate (104), automobile can be parked in the comb-tooth-type under the transport of handling device and fix on vehicle-carrying plate (104), the automobile
Handling device (107) is arranged on the hanging scaffold (106), and the hanging scaffold (106) passes through described in garage lifting device disengaging
Garage body；An elevator hoistway is equipped with the garage body, the garage lifting device is located at the elevator hoistway
Interior, the elevator hoistway is square hoistway；The parking stall on the same parking tier surrounds a regular polygon.
2. vertical shaft type garage according to claim 1 arrangement form, it is characterised in that the garage is included with lifting gear
Column (110) and lift drive mechanism (105), the hanging scaffold (106) are slidably connected with the column (110) and can be in the liters
Lifting described in the driving lower edge of drop driving mechanism (105) on column (110) is freely lifted movement with guide rail；Removed in the automobile
Under the driving of shipping unit (107), automobile can be fixed on vehicle-carrying plate (104) from the comb-tooth-type and be moved to the hanging scaffold (106)
The comb-tooth-type above or from the hanging scaffold (106) is moved to fix on vehicle-carrying plate (104)；Comb-tooth-type fixes vehicle-carrying plate (104)
It is fixedly connected with the column (110).
3. vertical shaft type garage according to claim 2 arrangement form, it is characterised in that above a parking stall
The bottom on the parking stall be provided with applicator, the applicator is connected with fire fighting supply pipeline fluid communication；Institute
State and ventilation duct be equipped with the gap between sinking shaft wall (103) and the parking stall, the ventilation duct include blast pipe and
Exhaust duct, is provided with air outlet on the blast pipe between two parking tiers, positioned at two parking tiers it
Between the exhaust duct on be provided with air inlet.
4. according to any vertical shaft type garage arrangement forms of claim 1-3, it is characterised in that the vertical shaft driving
Step is as follows：
1) the first section of excavating shaft pit shaft；
2) shaft wall (103) bottom section is transferred, is comprised the following steps that
2.1) cutting shoe (13) is transferred in vertical shaft；
2.2) it is being placed equidistant with being greater than or equal to 3 on the circumferentially disposed vertical shaft fore shaft formed by concreting along vertical shaft
A ground lifting device, ground lifting device are sequentially connected with cutting shoe (13)；
2.3) shaft wall (103) bottom section is circumferentially installed in cutting shoe (13) along vertical shaft；
2.4) by shaft wall (103) decentralization to the vertical shaft excavated
3) shaft sinking device is installed；
4) the remaining vertical shaft well section of shaft sinking device sublevel drive is utilized, shaft wall is transferred while tunneling vertical shaft well section
(103) and using dreg removing system by dregs vertical shaft is discharged；Before vertical shaft well section is tunneled, first to being noted at the beginning of vertical shaft in section
Enter clear water；
5) carry out grouting behind shaft or drift lining using filling system and vertical shaft bottom blocks slip casting；
6) shaft wall (103) is reinforced and repaired.
5. vertical shaft type garage according to claim 4 arrangement form, it is characterised in that ground lifting device includes cable type
Hydraulic lift (20) and hoist engine (15), the free end of the steel strand wires (16) on hoist engine (15) reel pass through steel
Cable-styled hydraulic lift (20) is fixedly connected with cutting shoe (13)；Cable type hydraulic lift (20) passes through clamping mechanism and steel
Twisted wire (16) is fixedly connected, and clamping mechanism includes the first clamping mechanism (18) and the second clamping mechanism (19), the first clamping mechanism
(18) on the piston external part of cable type hydraulic lift (20), the second clamping mechanism (19) is installed on cable type liquid
Press on the one end of lifting gear (20) cylinder body away from cable type lifting gear piston external part；Cable type hydraulic lift (20)
It is connected with hydraulic power unit (14) fluid communication；Steel strand wires between cable type hydraulic lift (20) and cutting shoe (13)
(16) it is located on the outside of shaft wall (103) and is equipped with gap between steel strand wires (16) and shaft wall (103) outer wall；Vertical shaft well
Wall (103) include be greater than or equal to 3 precast concrete arc panels (21), in vertical shaft circumferential direction adjacent two it is prefabricated mix
The termination of solidifying soil arc panel (21) is fixedly connected；Two adjacent precast concrete arc panels (21) of in the vertical direction
Both ends termination is staggered setting.
6. vertical shaft type garage according to claim 5 arrangement form, it is characterised in that the shaft sinking device in step 3)
Including broken rock mechanism (7), supporting rack, turntable (9), rotary drive mechanism (2), detent mechanism (10), the first oil cylinder (6) and second
Oil cylinder (5)；The broken rock mechanism (7) is located at the lower section of first oil cylinder (6) and is stretched out with the piston of first oil cylinder (6)
End is fixedly connected, first oil cylinder (6) be located at the lower section of the turntable (9) and the cylinder body cylinder bottom of first oil cylinder (6) with
The turntable (9) is hinged, and the turntable (9) be located at the lower section of the rotating mechanism and moved with the rotary drive mechanism (2)
Power output shaft is sequentially connected, and the rotary drive mechanism (2) is arranged on support frame as described above；The piston of second oil cylinder (5)
External part and the cylinder body of first oil cylinder (6) are hinged, and cylinder body and the detent mechanism (10) of second oil cylinder (5) are cut with scissors
Connect, the detent mechanism (10) is located at the lower section of the turntable (9) and is fixedly connected with the turntable (9)；Support frame as described above leads to
The clamping mechanism (4) is crossed to be fixedly connected with shaft wall (103) inner wall；The broken rock mechanism (7) is that the broken rock portion of breaking ground is outer
The drum-type broken rock mechanism (7) of the spindle component of pick (11) is provided with wall；The rotary drive mechanism (2) is two-way electricity
Machine；Support frame as described above includes installation sleeve (8) and support feet (3), along the installation sleeve on installation sleeve (8) outer wall
(8) it is circumferentially equidistant to be greater than or equal to 3 support feets (3) from being provided with；The lower end of the rotary drive mechanism (2) is arranged on
In the installation sleeve (8).
7. vertical shaft type garage according to claim 6 arrangement form, it is characterised in that dreg removing system includes breaker
(32), particle diameter sieving approach system (33), slush pump (34), sludge-water separating system (35) and back water pump (36), the muddy water point
Include scalping (37), level-one slurry storage tank (38), two level slurry storage tank (42), the first centrifugal pump (39), the second centrifugation from system (35)
Pump, coarse granule cyclone separator (40), fine grained cyclone separator (43), dewatering screen (41), three-level slurry storage tank (44) and liquid collecting
Funnel (45), the dewatering screen (41) are arranged on the surface of the scalping (37), and the scalping (37) is arranged on the liquid collecting
The surface of funnel (45), the outlet end of the liquid collecting funnel (45) and the liquid feeding end fluid communication of the level-one slurry storage tank (38)
Connection, the outlet end of the level-one slurry storage tank (38) is connected with the liquid feeding end fluid communication of first centrifugal pump (39), described
The outlet end of first centrifugal pump (39) is connected with the liquid feeding end fluid communication of the coarse granule cyclone separator (40), described thick
The coarse granule liquid outlet end of grain cyclone separator (40) is arranged on the surface of the dewatering screen (41), the coarse granule eddy flow
The fine grained liquid outlet end of separator (40) is connected with the liquid feeding end fluid communication of the two level slurry storage tank (42), the two level
The outlet end of slurry storage tank (42) is connected with the liquid feeding end fluid communication of second centrifugal pump, the outlet end of second centrifugal pump
It is connected with the liquid feeding end fluid communication of the fine grained cyclone separator (43), thick of the fine grained cyclone separator (43)
Grain liquid outlet end is arranged on the surface of the dewatering screen (41), the fine grained liquid of the fine grained cyclone separator (43)
Outlet end is connected with the liquid feeding end fluid communication of the three-level slurry storage tank (44), the water outlet of the three-level slurry storage tank (44) and institute
State the water outlet fluid communication connection of sludge-water separating system (35)；The discharge end of the scalping (37) and the dewatering screen (41)
Discharge end fluid communication connects；The outlet end of the mud input terminal of the sludge-water separating system (35) is arranged on the scalping (37)
Surface；The discharge end of the breaker (32) turns on connection with the feed end of the particle diameter sieving approach system (33),
The discharge end of the particle diameter sieving approach system (33) is connected with the mud input terminal fluid communication of the slush pump (34), described
The mud output terminal of slush pump (34) is connected with the mud input terminal fluid communication of the sludge-water separating system (35), the muddy water
The water outlet of piece-rate system (35) is connected with the water inlet end fluid communication of the back water pump (36), the water outlet of the back water pump (36)
End is arranged on the top of the discharge end of the particle diameter sieving approach system (33)；The mud input terminal of the slush pump (34) is equipped with
Check valve (26)；The scalping (37), the level-one slurry storage tank (38), the two level slurry storage tank (42), first centrifugal pump
(39), second centrifugal pump, the coarse granule cyclone separator (40), the fine grained cyclone separator (43), described de-
Water sieve (41), the three-level slurry storage tank (44) and the liquid collecting funnel (45) are separately positioned in the noise-reduction case.
8. vertical shaft type garage according to claim 7 arrangement form, it is characterised in that filling system is utilized in step 4)
Annular space injection mud, utilizes slip casting system in step 5) after to the wall between shaft wall (103) and vertical shaft well side (12)
Annular space injects cement mortar after uniting to wall, and filling system includes grouting pump (23), delivery pipe (24) and rapid insertion device
(25), the rapid insertion device (25) includes upper quick connector (28), separator tube (29) and lower quick connector (30)；The note
The outlet end of stock pump (23) is connected with the liquid feeding end fluid communication of the delivery pipe (24), the outlet end of the delivery pipe (24) with
The liquid feeding end fluid communication connection of the upper quick connector (28), outlet end and the separator tube of the upper quick connector (28)
(29) liquid feeding end fluid communication connection, the outlet end of the separator tube (29) and the liquid feeding end stream of the lower quick connector (30)
Body conducting connection, the outlet end of the lower quick connector (30) is with being arranged on shaft wall (103) and running through shaft wall
(103) the liquid feeding end fluid communication connection of the injected hole (27) of inner and outer wall, the outlet end of the injected hole (27) go out liquid
Mouth is arranged on the outer wall of shaft wall (103) and is connected with slip casting diversion channel (31) fluid communication, the slip casting diversion channel
(31) it is arranged on the outer wall of shaft wall (103)；Separator tube (29) the caliber D, delivery pipe (24) the caliber d, D=
1.5-2d；Check valve (26) is provided with the mud output terminal of the rapid insertion device (25)；The filling system further includes
Subsystem and control subsystem are monitored, the control subsystem communicates with the grouting pump (23) and the monitoring subsystem respectively
Connection；In the monitoring subsystem, pipe pressure sensor and flow are worn sensor and are separately positioned in the delivery pipe (24).
9. vertical shaft type garage according to claim 8 arrangement form, it is characterised in that utilizing filling system to ring after wall
When mud is injected in shape space, the liquid feeding end of the grouting pump (23) connects with the mud output terminal fluid communication of the dreg removing system
Connect.
10. for the hanging scaffold in any vertical shaft type garage arrangement forms of claim 1-9, it is characterised in that including holding
Support plate (111) and the turntable that turns around (109), the turntable that turns around (109) be arranged on the loading plate (111) and it is described turn around turn
The upper face of disk (109) is provided with groove type guide rail (108), and the traveling wheel of automobile carrying device (107) is arranged on the groove
In formula guide rail (108)；The lower end of the turntable that turns around (109) is fixedly connected with the loading plate (111)；The turntable that turns around
(109) upper end can be rotated relative to the lower end of the turntable that turns around (109), and the automobile carrying device (107) is AGV automobiles
Carrier.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710967377.8A CN108005440A (en) | 2017-10-17 | 2017-10-17 | A kind of vertical shaft type garage arrangement form and hanging scaffold |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710967377.8A CN108005440A (en) | 2017-10-17 | 2017-10-17 | A kind of vertical shaft type garage arrangement form and hanging scaffold |
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| CN108005440A true CN108005440A (en) | 2018-05-08 |
Family
ID=62050962
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710967377.8A Pending CN108005440A (en) | 2017-10-17 | 2017-10-17 | A kind of vertical shaft type garage arrangement form and hanging scaffold |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110159025A (en) * | 2018-08-27 | 2019-08-23 | 中国国际海运集装箱(集团)股份有限公司 | The control method and system of stereo garage, stereo garage, medium and electronic equipment |
| CN115680761A (en) * | 2023-01-05 | 2023-02-03 | 山西冶金岩土工程勘察有限公司 | Multi-layer goaf subsection grouting treatment construction process |
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| CN110159025A (en) * | 2018-08-27 | 2019-08-23 | 中国国际海运集装箱(集团)股份有限公司 | The control method and system of stereo garage, stereo garage, medium and electronic equipment |
| CN110159025B (en) * | 2018-08-27 | 2024-02-06 | 中集物联科技有限公司 | Control method and system of stereo garage, medium and electronic equipment |
| CN115680761A (en) * | 2023-01-05 | 2023-02-03 | 山西冶金岩土工程勘察有限公司 | Multi-layer goaf subsection grouting treatment construction process |
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