CN107191028A - A kind of piping lane formula underground parking system and its method of construction - Google Patents
A kind of piping lane formula underground parking system and its method of construction Download PDFInfo
- Publication number
- CN107191028A CN107191028A CN201611261793.8A CN201611261793A CN107191028A CN 107191028 A CN107191028 A CN 107191028A CN 201611261793 A CN201611261793 A CN 201611261793A CN 107191028 A CN107191028 A CN 107191028A
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- China
- Prior art keywords
- piping lane
- motor vehicle
- car
- storehouse
- road
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- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The present invention relates to a kind of piping lane formula underground parking system and its method of construction, the piping lane formula underground parking system includes being placed in piping lane, jacking system and the translation system below pavement of road in shallow layer surface space, piping lane is spliced to form by multiple box culverts along road extending direction, and each box culvert is placed on road foundation；Jacking system includes vertically disposed motor vehicle discrepancy lifting storehouse, liftable car, car is placed in motor vehicle discrepancy lifting storehouse and carries out elevating movement, motor vehicle, which comes in and goes out, lifts the import that the top setting in storehouse is communicated with pavement of road, the motor vehicle, which comes in and goes out, lifts the outlet that the bottom setting in storehouse is communicated with piping lane, translation system includes moveable slide unit, the slide unit can be moved in piping lane, in car, so that motor vehicle can be transported in piping lane after entering in car by slide unit.
Description
Technical field
The present invention relates to municipal underground space technical field, particularly a kind of piping lane formula underground parking system and its construction side
Method.
Background technology
As popularization motor vehicle number of the automobile in the lives of the people increases, motor vehicles parking hardly possible problem starts to show
Come.Either the administrative unit, business office place, type public place in many cities are without parking lot, or it is exactly that parking stall is begun
It is not enough eventually.Many car owners then local look for for one to look for a parking stall usually to drive a car in a place.If arriving
Weekend, many public place is just more difficult to look for a parking stall.Because parking problem is less than solution, motor vehicles disorderly park problem
It is consequently increased.It can be said that parking difficulty induces the random parking behavior of many car owners；Random parking behavior, which is also exacerbated, in turn stops
Car hardly possible problem." parking difficulty " closelys follow " driving is difficult " has turned into another generality of many urban highway traffic development of puzzle
The problem of；Region area it is smaller, downtown busiest section, large scale business site concentrate shopping centre, administrative area, because attract
Major vehicular movement, logistics and the stream of people, traffic centripetal force are larger, and parking stall is nervous, and parking difficulty is just bigger.Leaned on to downtown
Closely, it is just obvious the problem of parking difficulty.Many car owners run into downtown parking to stop, takes the time longer；It may be sent out during pick-up
Life can not take the situation of car due to facility failure.
Recently as developing rapidly for China's urban underground space construction, the construction of Urban Underground piping lane is on the increase.
Because main city zone space resources is limited, to reduce influence of the Underground Construction to surrounding enviroment, Urban Underground piping lane is mainly built
It is located under urban road, and builds depth and be generally concentrated in the range of 0~15m, belongs to Shallow-buried Underground Structure；With intelligence
Change shutdown system increasingly mature in the use of flat bed basement, down town area soil growing tension, by former planning and construction of the city
Limitation, to solve the green space resource and traffic safety hidden danger that ground is unilateral, a large amount of cities of floor parking occupancy are rare, such as will
Ground is unilateral, floor is moved under shallow layer surface space, with the underground space construction technique of maturation and parking for automation
System is combined, and is the technical problem that those skilled in the art are badly in need of solving.
The content of the invention
The technical problem to be solved in the present invention is to provide a kind of simple in construction, piping lane formula underground parking system for being easily achieved
And its method of construction.
In order to solve the above technical problems, the piping lane formula underground parking system that the present invention is provided, including：It is placed under pavement of road
Piping lane, jacking system and translation system in square shallow layer surface space, the piping lane are spelled by multiple box culverts along road extending direction
Connect to be formed, each box culvert is placed on the road foundation；The jacking system include vertically disposed motor vehicle come in and go out lifting storehouse, can
The car of lifting, the car is placed in the motor vehicle discrepancy lifting storehouse and carries out elevating movement, and the motor vehicle, which comes in and goes out, to be lifted
The top in storehouse sets the import communicated with pavement of road, and the bottom in motor vehicle discrepancy lifting storehouse sets what is communicated with piping lane to go out
Mouthful, the translation system includes moveable slide unit, and the slide unit can be moved in the piping lane, in the car, so that motor-driven
Car can be transported in piping lane after entering in car by the slide unit.
Further, the jacking system also includes setting passive tooth on reducing motor, driving gear and chain, the car
Wheel, the reducing motor can drive the driving gear to rotate, and the chain is meshed with the driving gear, driven gear,
So as to car can be driven to lift during the reducing motor rotation.
Further, the jacking system also includes the hydraulic elevating platform for being placed in bottom in motor vehicle discrepancy lifting storehouse, institute
The inwall for stating motor vehicle discrepancy lifting storehouse sets vertical chute, and the outer wall of the car is set to be slidably matched with the vertical chute
Boss, the car is fixedly installed on the top of the hydraulic elevating platform, so that hydraulic elevating platform can drive when moving
Car is lifted along chute.
Further, the box culvert is prefabricated reinforced concrete box culvert, can effectively improve efficiency of construction.
Further, the box culvert is cast-in-place box culvert, it can be ensured that intensity, while being easy to adjust chi according to the actual conditions at scene
It is very little, save cost.
Further, the import in the motor vehicle discrepancy lifting storehouse is placed in the outside of bicycle lane, it is to avoid influence motor vehicle
Pass through in road.
Further, the width of the box culvert is identical with the width of half range pavement of road, and the length of single box culvert is 4m to 6m.
Further, the outlet that the piping lane lifts storehouse through horizontal box culvert and motor vehicle discrepancy is communicated.
The method of construction of above-mentioned piping lane formula underground parking system, comprises the following steps：
A, preparation of construction：Including measuring unwrapping wire positioning, one irrigation canals and ditches of open cut under major trunk roads road surface, the basis of irrigation canals and ditches is carried out
Reach to obtain and meet the roadbed of roadway specification requirement, and precipitation, desilting, build cofferdam, cleaning trench sidewall and roadbed top surface by laying bricks or stones.
First paragraph box culvert bottom plate, the template of wall body and Screw arbor with nut at both-ends are set on B, the roadbed in irrigation canals and ditches, Bottom Board Steel is carried out
The colligation of muscle, wall body reinforcing bar.
Full framing is set up after C, progress bottom plate concrete placings and wall body concrete placings, bottom plate and the shaping of wall body, top plate mould is set
Plate, carries out tying up for roof steel bar.
D, top plate concrete is poured, conserved.
E, repeat the above steps B to step D, you can obtains the piping lane that the cast-in-place box culvert of multistage is spliced to form.
F, the multiple motor vehicles discrepancy lifting storehouses of outside setting along the bicycle lane, the motor vehicle, which comes in and goes out, lifts storehouse
Export the horizontal box culvert through laterally setting to communicate with piping lane, motor vehicle discrepancy lifting sets jacking system and translation system in storehouse
System, to constitute piping lane formula underground parking system.
Further, full framing includes cross bar, vertical rod and the diagonal brace being connected with each other through fastener in the step C, described vertical
The top setting activity U-shaped buckle of bar, the top of the activity U-shaped buckle is provided for the lumps of wood being in contact with roof plate template；Institute
The junction for stating junction, vertical rod and the diagonal brace of cross bar and junction, cross bar and the diagonal brace of vertical rod also sets up support fastener.
The technique effect of invention：（1）The piping lane formula underground parking system of the present invention, relative to prior art, uses box culvert edge
Road be spliced to form can parking motor vehicles piping lane, and piping lane is placed in the shallow layer surface space below road surface, can basis
The length on road surface sets the piping lane of sufficient length, it is possible to provide sufficient amount of parking position, the problem of solving parking difficulty；（2）Make
It is engaged with jacking system, translation system and piping lane, realizes that underground is parked, the underground space of urban road can be made full use of to open
Hair, can also be built in the greenbelt of both sides of the road；（3）Reinforcing branch is carried out using support fastener to full framing during construction
Support, it is ensured that support strength.
Brief description of the drawings
The present invention is described in further detail with reference to Figure of description：
Fig. 1 is the structural representation of the present invention；
Fig. 2 is the schematic diagram of the motor vehicle discrepancy piping lane formula underground parking system of the present invention；
Fig. 3 is A-A in Fig. 1 to sectional view；
Fig. 4 is the B-B direction sectional view in Fig. 1；
Fig. 5 is the element structure schematic diagram of full framing in the present invention.
In figure：Car lane 1, road foundation 11, pavement of road 12, bicycle lane 2, greenbelt 3, motor vehicle, which comes in and goes out, to be risen
Lower-depot 4, chain 41, reducing motor 42, driving gear 43, car 44, slide unit 45, motor vehicle 5, box culvert 6, top plate 61, wall body 62,
Bottom plate 63, cross bar 71, vertical rod 72, diagonal brace 73, the lumps of wood 74, support fastener 75, activity U-shaped buckle 76, horizontal box culvert 8.
Embodiment
Embodiment 1
As shown in Figures 1 to 4, the piping lane formula underground parking system of the present embodiment, including with being placed in the lower section shallow-layer of pavement of road 12
Piping lane, jacking system and translation system in table space, piping lane is by prefabricated reinforced concrete box culvert 6 of multiple single-unit length for 6m（Its
His embodiment can also be cast-in-place box culvert）It is spliced to form along road extending direction, width and the half range pavement of road 12 of box culvert 6
Width is identical, and each box culvert 6 is placed on road foundation 11；Jacking system includes vertically disposed motor vehicle discrepancy lifting storehouse 4, can risen
The car 44 of drop, the import in motor vehicle discrepancy lifting storehouse 4 is placed in the outside of bicycle lane 2（It can be arranged on greenbelt 3,
The outside of greenbelt 3 can also be arranged on）, it is to avoid influence car lane 1 passes through.
Jacking system includes setting driven gear on reducing motor 42, driving gear 43 and chain 41, car 44, and slow down electricity
The output shaft driving driving gear 43 of machine 42 rotates, and chain 41 is meshed with driving gear 43, driven gear, so that reducing motor
During 42 rotation car 44 can be driven to lift, motor vehicle, which comes in and goes out, lifts the import that the top setting in storehouse 4 is communicated with pavement of road 12, should
Motor vehicle, which comes in and goes out, lifts the outlet that the bottom setting in storehouse 4 is communicated with piping lane, and motor vehicle comes in and goes out the outlet for lifting storehouse 4 through horizontal box culvert
8 communicate with piping lane.Translation system includes setting motor on moveable slide unit 45, slide unit 45, and the bottom of slide unit 45 is set by motor
Sliding rail is set according to planning on the pulley of driving, the bottom plate for the box culvert 6 for constituting piping lane, in car 44, so that slide unit 45 can
Moved by motor driving in piping lane, in car 44 according to default route, by motor vehicle 5 after entering in car 44 by slide unit
Parked 45 relevant positions for being transported to piping lane.
Embodiment 2
On the basis of embodiment 1, there is following modification in the piping lane formula underground parking system of the present embodiment：The lifting of the present embodiment
System includes being placed in the hydraulic elevating platform of bottom in motor vehicle discrepancy lifting storehouse 4, and the inwall in motor vehicle discrepancy lifting storehouse 4 is set
Vertical chute, the outer wall of car sets the boss being slidably matched with vertical chute, and car 44 is fixedly installed on hydraulic elevating platform
Top so that hydraulic elevating platform move when car 44 can be driven to be lifted along chute.
Embodiment 3
The method of construction for the piping lane that above-mentioned cast-type box culvert is constituted, can build in town road, extend, city planting ductwork comprehensive reformation
Implement in engineering, segmentation pouring construction is carried out using steelframe formwork, seam crossing uses sealing, Anti-seeping technology, and concrete, which reaches, to be set
When meter is required, pouring for underplate concrete surface layer is carried out；Specifically include following steps：
A, preparation of construction：Including measuring unwrapping wire positioning, one irrigation canals and ditches of open cut under major trunk roads road surface, the basis of irrigation canals and ditches is carried out
Reach to obtain and meet the roadbed 11 of roadway specification requirement, and precipitation, desilting, build cofferdam, cleaning trench sidewall and roadbed top by laying bricks or stones
Face.
First paragraph box culvert bottom plate 63, the template of wall body 62 and Screw arbor with nut at both-ends are set on B, the roadbed in irrigation canals and ditches, bottom is carried out
The colligation of slab muscle, wall body reinforcing bar.
C, progress bottom plate concrete placings and wall body concrete placings, bottom plate 63 and wall body 62 set up full framing after being molded, and set top
Template die plate, carries out tying up for roof steel bar.
D, top plate concrete is poured, conserved.
E, repeat the above steps B to step D, you can obtains the piping lane that the cast-in-place box culvert 6 of multistage is spliced to form.
F, along the outside of bicycle lane 2 according to planning multiple motor vehicles are set to come in and go out lifting storehouses 4, the motor vehicle, which comes in and goes out, to be risen
Horizontal box culvert 8 of the outlet of lower-depot 4 through laterally setting is communicated with piping lane, and the motor vehicle comes in and goes out, and lifting storehouse 4 is interior to set jacking system
And translation system, to constitute piping lane formula underground parking system.
Full framing includes cross bar 71, vertical rod 72 and the diagonal brace 73 being connected with each other through fastener, and the top of vertical rod 72, which is set, lives
Dynamic U-shaped buckle 76, the top of the activity U-shaped buckle 76 is provided for the lumps of wood 74 being in contact with roof plate template；Cross bar 71 is with standing
The junction of bar 72, the junction of cross bar 71 and diagonal brace 73, the junction of vertical rod 72 and diagonal brace 73 also set up support fastener 75.
During implementation, the vertical, horizontal spacing of vertical rod 72 of steel pipe scaffold is set to 0.9m, the step pitch 1.2m of cross bar 71, and the lumps of wood 74 is adopted
Use 60X80 square stocks, double fasteners；And the load to the shuttering supporting lumps of wood 74, intensity, shearing resistance, degree of disturbing are calculated；While plate bottom branch
Support steel pipe is calculated, to ensure construction safety.
Double fastener Installation Modes of support fastener 75 plus common fastener for use, the calculating of its anti-slipping property energy is such as
Under:According to《Construction fastener type steel pipe scaffold technical specification of security training lecture》Liu Qun is edited, and P96 pages, double fasteners are held
Carry power design load and take 16.00KN,
According to fastener resisting slipping coefficient of bearing caoacity 0.80, the double fastener mechanisms of the actual rotation of the engineering are 12.80KN.
When vertical or horizontal horizon bar is connected with vertical rod, the antiskid bearing capacity of fastener is calculated according to the following formula（Specification 5.2.5）：
R≤RC
Wherein RC--- fastener resisting slipping design ultimate bearing capacity, take 12.80KN;
R --- vertical or horizontal horizon bar is transmitted to the vertical active force design load of vertical rod
R takes maximum bearing power, R=12.101KN in calculating;
R<12.80KN, is required so the design of double fastener resisting slipping bearing capacities calculates to meet.
Project subject concrete all uses Commercial Concrete, and automotive pump cast, selected concrete company should carry out qualification and report to a higher authorities for approval, batch
It could be used after standard, the slump is preferably controlled at 12-15 centimetres.Construction joint stays in more than base surface 40 centimetres, should be made recessed joint and prevent
Water, wallboard and top plate are once completed, and no longer stay construction joint.During each concrete construction, it is necessary to stayed according to code requirement and set test block, scene
Sampling makes, and should increase maintaining test block with same condition.
Using the mode of construction of the present invention, as long as one monomer-type of construction on the greenbelt 3 in the outside of bicycle lane 2
Motor vehicle, which comes in and goes out, lifts storehouse, and floor space is only 50 square metres, can also be shared with other office premises, in road piping lane also
City planting ductwork can be combined and carry out co-localization；Therefore, the present invention can make full use of the underground space development of urban road,
It can also be built in the greenbelt of both sides of the road.
According to the length of road, system-wide section can be built into underground pipe gallery formula, be segmented, subregion is installed motor vehicle and gone out
Enter to lift storehouse.The unilateral underground type piping lane parking for such as constituting one 1000 meters substantially meets 150 parking stalls.The present invention is carried significantly
The high parking rate in garage parking.
Obviously, above-described embodiment is only intended to clearly illustrate example of the present invention, and is not to the present invention
The restriction of embodiment.For those of ordinary skill in the field, it can also be made on the basis of the above description
Its various forms of changes or variation.There is no necessity and possibility to exhaust all the enbodiments.And these belong to this hair
Among the obvious changes or variations that bright spirit is amplified out is still in protection scope of the present invention.
Claims (10)
1. a kind of piping lane formula underground parking system, it is characterised in that including：It is placed in pavement of road（12）Lower section shallow layer surface space
Interior piping lane, jacking system and translation system, the piping lane is by multiple box culverts（6）It is spliced to form along road extending direction, each case
Contain（6）On the roadbed for being placed in the road；The jacking system includes vertically disposed motor vehicle discrepancy lifting storehouse（4）, can rise
The car of drop（44）, the car（44）It is placed in the motor vehicle discrepancy lifting storehouse（4）Interior, the motor vehicle, which comes in and goes out, lifts storehouse
（4）Top set and pavement of road（12）The import communicated, the motor vehicle, which comes in and goes out, lifts storehouse（4）Bottom set and piping lane phase
Logical outlet, the translation system includes moveable slide unit（45）, the slide unit（45）Can be in the piping lane, the car
（44）Interior movement, so that motor vehicle（5）Car can entered（44）By the slide unit after interior（45）It is transported in piping lane.
2. piping lane formula underground parking system according to claim 1, it is characterised in that the jacking system also includes slowing down
Motor（42）, driving gear（43）And chain（41）, the car（44）Upper setting driven gear, the reducing motor（42）Can
Drive the driving gear（43）Rotation, the chain（41）With the driving gear（43）, driven gear be meshed so that institute
State reducing motor（42）Car can be driven during rotation（44）Lifting.
3. piping lane formula underground parking system according to claim 1, it is characterised in that the jacking system also includes being placed in
Motor vehicle, which comes in and goes out, lifts the hydraulic elevating platform of bottom in storehouse, and the motor vehicle, which comes in and goes out, lifts the inwall setting vertical chute in storehouse,
The outer wall of the car sets the boss being slidably matched with the vertical chute, the car（44）It is fixedly installed on the hydraulic pressure
The top of hoistable platform, so that hydraulic elevating platform can drive car when moving（44）Lifted along chute.
4. the piping lane formula underground parking system according to Claims 2 or 3, it is characterised in that the box culvert（6）For pre-manufactured steel
Muscle concrete box culvert.
5. the piping lane formula underground parking system according to Claims 2 or 3, it is characterised in that the box culvert（6）For cast-in-place case
Contain.
6. the piping lane formula underground parking system according to Claims 2 or 3, it is characterised in that the motor vehicle, which comes in and goes out, to be lifted
Storehouse（4）Import be placed in bicycle lane（2）Outside.
7. the piping lane formula underground parking system according to Claims 2 or 3, it is characterised in that the box culvert（6）Width with
Half range pavement of road（12）Width it is identical, single box culvert（6）Length be 10m to 15m.
8. the piping lane formula underground parking system according to Claims 2 or 3, it is characterised in that the piping lane is through horizontal box culvert
（8）Come in and gone out with the motor vehicle and lift storehouse（4）Outlet communicate.
9. a kind of method of construction of piping lane formula underground parking system as claimed in claim 5, it is characterised in that including following step
Suddenly：
A, preparation of construction：Including measuring unwrapping wire positioning, one irrigation canals and ditches of open cut under major trunk roads road surface, the basis of irrigation canals and ditches is carried out
The road foundation for meeting roadway specification requirement is reached to obtain（11）, and precipitation, desilting, build by laying bricks or stones cofferdam, cleaning trench sidewall and
Road foundation（11）Top surface；
First paragraph box culvert bottom plate is set on B, the roadbed in irrigation canals and ditches（63）, wall body（62）Template and Screw arbor with nut at both-ends, carry out bottom
The colligation of slab muscle, wall body reinforcing bar；
C, progress bottom plate concrete placings and wall body concrete placings, bottom plate（63）With wall body（62）Full framing is set up after shaping, top is set
Template die plate, carries out tying up for roof steel bar；
D, top plate concrete is poured, conserved, to obtain the box culvert of completion；
E, repeat the above steps B to step D, you can obtains the cast-in-place box culvert of multistage（6）The piping lane being spliced to form；
F, along the bicycle lane（2）Outside set multiple motor vehicles to come in and go out lifting storehouses（4）, the motor vehicle, which comes in and goes out, lifts storehouse
（4）Outlet through laterally set horizontal box culvert（8）Communicated with piping lane, the motor vehicle, which comes in and goes out, lifts storehouse（4）It is interior that lifting system is set
System and translation system, to constitute piping lane formula underground parking system.
10. method of construction according to claim 9, it is characterised in that full framing is included through fastener phase in the step C
The cross bar connected（71）, vertical rod（72）And diagonal brace（73）, the vertical rod（72）Top setting activity U-shaped buckle（76）, should
Activity U-shaped buckle（76）Top be provided for the lumps of wood being in contact with roof plate template（74）；The cross bar（71）With vertical rod
（72）Junction, cross bar（71）And diagonal brace（73）Junction, vertical rod（72）And diagonal brace（73）Junction also set up support
Fastener（75）.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2016111708060 | 2016-12-16 | ||
| CN201611170806 | 2016-12-16 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107191028A true CN107191028A (en) | 2017-09-22 |
Family
ID=59871661
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611261793.8A Pending CN107191028A (en) | 2016-12-16 | 2016-12-30 | A kind of piping lane formula underground parking system and its method of construction |
Country Status (1)
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107795188A (en) * | 2017-12-05 | 2018-03-13 | 北京中岩大地科技股份有限公司 | A kind of underground garage being combined with underground pipe gallery |
| CN107842237A (en) * | 2017-12-05 | 2018-03-27 | 北京中岩大地科技股份有限公司 | A kind of machinery garage below road |
| CN112476882A (en) * | 2020-11-16 | 2021-03-12 | 青岛泰思科机电工程有限公司 | V-belt vulcanization method |
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| EP0118723A2 (en) * | 1983-03-15 | 1984-09-19 | Wilhelm Häussler | Process for constructing large under-ground garages |
| CN104482299A (en) * | 2014-12-31 | 2015-04-01 | 华瀚管道系统科技有限公司 | Underground pipeline box culvert |
| CN104878776A (en) * | 2015-05-27 | 2015-09-02 | 中建地下空间有限公司 | Full-automatic parking garage body structure at shallow underground layer |
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2016
- 2016-12-30 CN CN201611261793.8A patent/CN107191028A/en active Pending
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|---|---|---|---|---|
| EP0118723A2 (en) * | 1983-03-15 | 1984-09-19 | Wilhelm Häussler | Process for constructing large under-ground garages |
| CN104482299A (en) * | 2014-12-31 | 2015-04-01 | 华瀚管道系统科技有限公司 | Underground pipeline box culvert |
| CN104878776A (en) * | 2015-05-27 | 2015-09-02 | 中建地下空间有限公司 | Full-automatic parking garage body structure at shallow underground layer |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107795188A (en) * | 2017-12-05 | 2018-03-13 | 北京中岩大地科技股份有限公司 | A kind of underground garage being combined with underground pipe gallery |
| CN107842237A (en) * | 2017-12-05 | 2018-03-27 | 北京中岩大地科技股份有限公司 | A kind of machinery garage below road |
| CN112476882A (en) * | 2020-11-16 | 2021-03-12 | 青岛泰思科机电工程有限公司 | V-belt vulcanization method |
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Application publication date: 20170922 |