CN102296843A - Multi-arch multilayer plant-separation type parking device - Google Patents

Abstract

The invention belongs to the technical field of parking devices, and relates to a multi-arch multilayer plant-separation type parking device erected on the ground, wherein plants are used for replacing parking place separation lines and the top layer of the multi-arch multilayer plant-separation type parking device is provided with a flower bed structure. The multi-arch multilayer plant-separation type parking device integrally comprises a foundation system, arch ribs, parking systems, rotating ladders and flower beds, wherein the foundation system with a symmetrical structure is arranged on stylobates with a hard structure of the ground space, the corresponding arch ribs are arranged on the foundation system to form an arch parking device framework with a supporting structure, the framework is divided into parking systems with multilayer flat panel structures or incline flat plate structures up and down and comprises parking laminate plates and auxiliary facilities, two ends of the parking systems are provided with the rotating ladders, a plurality of flower beds or flower boxes are arranged on the edges of the parking systems in a length-direction distribution manner for planting flowers with environment-beautifying functions; and the peripheries of the parking system and separation lines of vehicles are provided with linearly-arranged plants. The multi-arch multilayer plant-separation type parking device has the advantages of simple manufacture process, ground conservation, novel and attractive as well as practical structure, convenience for parking and good durability.

Description

A kind of multiple arch multilayer plant cellular-type lugs

Technical field:

The invention belongs to parking apparatus device manufacturing technology field, relate to a kind of urban green space and road of being used for, replace parking stall separator bar and top layer to be provided with the multiple arch multilayer plant cellular-type lugs of flower nursery structure with plant or artificial plant along what hemisphere set up.

Background technology:

At present, the research of solution townsfolk parking difficulty problem mainly concentrates on aspects such as multi-storied garage and underground parking; Existing steel concrete or steel one concrete composite structure formula multi-storied garage (hereinafter to be referred as combination construction sky parking) are divided with the track form roughly spiral track formula solid parking, track, slope formula sky parking, suspension bridge track formula sky parking, column band rotating disk broad in the middle next door post band hoist pallet can be vertically and level is transported the sky parking storehouse etc. that vehicle enters the rotating disk parking, and still there are some drawbacks in above-mentioned sky parking: the one, take more surface area; The 2nd, building structure is more simple and honest huge, is arranged on intensive residential quarter, and sense of depression is serious, and environmental effect is not good; Especially to above-mentioned be fit to be built in sunshine spacing (the long limit of buildings in general is the sunshine lighting face, there is enforceable standard in its spacing country, this paper is called for short sunshine spacing, the minor face of building belongs to non-sunshine spacing, do not have mandatory provisions, this paper is called for short the gable spacing) sky parking, (as column spiral, broad in the middle sky parking etc.), the resident must come down hard upon and can't implement, so domestic and international application is few.The prior mechanical parking systems is divided into full-automatic and semi-automatic two big classes, semi automatic machine formula parking systems commonly, mechanical stereo garage has the saving land area, save one-time investment, flexible configuration, advantages such as wide adaptability, use more in the urban centre, but also there is obvious defects in use in the sub-district: the one, and mechanical stereo garage still occupies ground space after all, in the multilayer housing estate, it is too high that multi-storied garage can not be built, and that can not build again is too big, so finite capacity; Secondly, because noise is big near the garage, air quality is poor, the influenced shortcoming such as obviously of sunshine lighting, the resident generally opposes mechanical stereo garage is built to from the entrance; The 2nd, the operating expenses height, service life is short, and be about 10 years general actual life, average month operating expenses (not containing property fees) about 243 yuan/, and dwelling house service life be 70 years, the car owner not only will monthly pay the expensive operating expenses purchase garage of also will repeatedly footing a bill during this time; The 3rd, the access time is longer, often needs the queued access car; The 4th, complicated Mechatronic Systems fault rate is higher, needs the specialized maintenance personnel; The 5th, a little less than the anti-disaster ability, in case breaking out of fire or earthquake, power interruptions, one of the car in the garage also can't get out.Existing underground parking belongs to the underground newly-increased parking lot in the sub-district, abundant parking space can be provided, anti-disaster ability and environmental effect are all good, but undergroundly in the esidential building compact district carry out big section cavern excavation, it is also high that technical difficulty and risk ratio are built subway, expense costliness, and domestic law aspect or vacuum still do not possess the business development condition.

Summary of the invention:

The objective of the invention is to overcome the shortcoming of prior art, seek to design a kind of city existing space characteristics of utilizing, prepare a kind of multiple arch multilayer plant cellular-type lugs with space structures of sight, practicality, durability, economy and reduction of discharging.

To achieve the above object, the present invention is divided into the overall structure of the basic system and ribs, stop Car system, rotating ladder and flowerbeds five parts, including vegetation, fence, garden, rib, rib Chord, two-story boom, triple boom, parking systems, shock fence, linking steel pipes, steel Pipe bracket, noise barriers, chord, chord anchorage, arch, lugs, pile, vaults, arches Top K-type horizontal support, within the arch chord, chord anchorage within the arch, the inner arch support pier, concrete slab, Flowerbeds ply, waterproof layer, asphalt concrete surface layer, the inner arch, boom anchor (just tie the anchor Board), steel-concrete composite beam, dual arch shank holder, double-column arch, roads on both sides of the column, arch Double column cross brace, top steel-concrete composite beams, steel beams, steel secondary beam, rotating ladder, ladder Still, the center tube, retaining tube, rotating ladder base, retaining tube rubber base, steel ring, horizontal Rod, rotating roof ladder, rock support piers, pile or pile supported pier, roads on both sides of the column Basis, bedrock, steel plate, triangular support, K-type cross-arch support, the original road, acoustic Body, sound-absorbing body bracket, clip film glass, curved pad, elastic brackets, steel bearing, borders, Steel column, steel column wings, clip film glass base, recessed pots, borders, oblique parking spaces, Slashes indicate, emergency escape belt, water pipes, drain pipes, U-shaped cards, embedded bolts, greenhouses, Cantilever steel row column, cover film, reel, pools, flower pots, nuts, screws, row column beams, Steel purlins son, arched trusses, plate, Velcro and retaining wall; bend the pipes made of a certain curve Structure and the tube is filled with high-performance concrete, making it a cross between an arbitrary sunshine From the ability to multi-arch multilayer plants segregated parking device, the base system by the foundation, the bedrock And the supporting piers or cap composition; loads through the pile and the pile is passed to the supporting piers supporting layer, Install the support pier rock layers in the finished steps, load supporting pier passed directly through to the Bedrock commitment, rectangular structural support pier set below the road surface on both sides of the road compared with arch span The location should be parallel to each other and symmetrical; supporting pier greet the upper side of the arch and arch made of water Level consistent bevel angle and bevel embedded bolts through the arch of the foot and connected to the thickness of the support pier And the amount of steel selected according to load requirements; said rib by a multi-stage pre-made pipe bending required Given curve structure, and then sub-butt to have a high ratio of sagittal curves, parallel mounted in the corresponding branch Stays on the pier ramp embedded bolts; would arch set into the base of the bolt holes using screws supporting piers embedded bolts Mother and then tighten the supporting piers with concrete pouring slope becomes one of the rectangle with the support pier; design Set on the supporting pier arch rib two suitably located for the same chord axis passing through holes, Outer face fitted with holes for tension chord anchorage concentric holes will pass through two Duangong chord Foot and anchor holes, right chord after applying prestressing anchorage its locking rib bear Load performance by the arch of the foot horizontal thrust provided by prestressed chord stress phase opposite direction Such as the level of thrust balance; arch foot diameter consistent with the rib, large load, can be foot arch Inch corresponding amplified and wall thickening, increased membership in order to improve the bearing capacity of arch compressive strength; using Synthesis of one or more steel triangular, rectangular, or trapezoidal cross-section tubular double curve of ribs, Its steel tube filled with concrete; below the dome and the arch of the foot part of the road were set 1-20 Road horizontal cross bracing, horizontal bracing with steel tube or combined into a K-shaped, H-shaped, X-shaped or N-shaped Structure; arch parking shelves to support the body, except within the span arch supported by a steel boom Beams commitments, arch span parking outside the scope of the laminate body loads by the erection of arch rib Arch double column, the road on both sides of the column and delivery commitments, arch double-column mounted on the bottom Double column pedestal arch, arch shape on the seat bottom double column with the corresponding parts of the rib arch curve Same by welding with a solid, double-column pedestal at the top of the horizontal structure, easy double arch Column vertical welding installation, the so-called double-column arch arch span is two columns along the direction parallel Settings, set between two parallel uprights cross strut 1-20 Road, the road on both sides of the column as a single column Type, by setting the ground below the column foundation bearing; rib chord set at a distance A hollow wall thickness lugs protruding ears into the cave boom top anchor; boom using soft rope Property boom, or the use of reinforced or steel rigid boom, two specimens of rib corresponding lugs hanging Steel rod through the respective lower ends of the beam length, and in the long steel beams anchored to the ends of a beam bottom After the boom tension with locking; flexible boom locking front jacket pipe, steel pipe filled after locking Full of cement mortar protection, rigid boom taken after locking the outer surface coating winding waterproof anti-corrosion coatings Wear protective; supporting steel beams long boom section is formed with the inner arch 1-20, adjacent to the inner arch With a small inner room with arch support pier, fitted to the ends of long steel beams inside the arch chord anchorage, through Internally arch chord pre-stress is applied by the vertical load of the steel beams when the horizontal thrust from the inside arch Chords provided; steel beams set to a single number, between the vertical steel beams welded steel with 3-30 times the root Beam and steel beam top surface level; the parking system is composed of parking and ancillary facilities laminate body composition, Arch span in length along the roads within the scaffolding formwork and steel beams, steel banding secondary beam top surface pre- Stress reinforcement and pouring concrete to form with two specimens of the same width and spacing of transverse ribs predetermined length Thickness not exceeding 30cm concrete slab, concrete slab laying waterproof material layer on top of the anti- The aqueous layer, waterproof layer above and then laying of asphalt concrete surface layer (referred asphalt surface) composed Parking Laminates body; outside the scope of the arch span formwork and scaffolding to take the first double column and roads on both sides of the arch stand Steel concrete composite beam column beam top surface level, making the formation of a continuous strip of sheet form Parking laminate body; parking laminate body along the long trip to the center left lane two-way traffic for vehicles, OK Drive along the long sides with a 30 ° angle to the axis of the oblique parking; parking spaces on both sides separated Opposite dislocation spacing is provided for cars with emergency avoidance turn, winding staircase and down the channel and staff Emergency situations and emergency avoidance place to escape channel; adjacent parking spaces in between pouring concrete Land set aside 1-10 lamellar not interlinked rectangular holes, ancillary facilities recessed pot inlay Mounted on the inside, recessed pot bottom underside of the body exposed parking shelves, recessed top surface of pots made four weeks Border with horizontal projection after boosting fitted recessed pots do not fall off; recessed pots or planted Set as parking separator plant shape, border thickness not exceeding car door at the bottom of the ground Spacing to avoid collisions when opening the doors, the horizontal projection of the border doubles as a parking control lines to prevent plant Be crushed, to prevent adjacent two car doors open grazing, pots of plants height 0.5-2m; Auxiliary facilities of reinforced concrete fence along the parking impact to both sides of the body length laminates long pass to install, Its geometry is slightly wider than the top end is slightly narrower and has a positive curvature inward and outward on the back with parking Laminates body edge of the vertical height of not more than 1.0 meters in length along the parking to the axis of the body length laminates Length greater than 0.4 m, the base along the longitudinal axis of the through hole with arched, bottom embedded 2-5 rectangular steel plate with bolt holes fixed installation guardrail impact, impact on fence Unit near the back of the pass through steel bracket set Chang'an contact steel pipe, steel pipe butt two contact positions Avoid two seams shock fence; shock fence along the length of the inner surface near the top of the mounting The upper half of a sound absorbing body, the lower half of coated glass composition with curved vertical rectangular noise Noise barriers, noise barrier is provided between each two steel columns supporting steel columns at the bottom by bolts Fixed on steel cradle, with anchor reinforcement steel bearing and impact railing with concrete pouring The full-length setting; noise barrier coated glass curved bottom half is not rusty metal frame surrounding Structure, coated with a border curved glass on the back close to the metallic pads, curved pad Ann The curved bracket mounted to alleviate vibration elastic energy, the elastic bottom bracket is bolted to the steel Stand in the back below the 1/4 through the U-shaped card in the upper shock link fence steel Tube, the vertical sides of the border along the steel column with screws fixed wings, composed of vertical double-wing pass Long fixed structure; noise barriers on the part of the sound absorbing body sealed with adhesive bonding metal plate matrix Louvered holes, curved metal plate on the back close to the sound absorbing body bracket wings on both sides with steel column Vertical with screws, acoustic and elastic body bracket bracket bracket system as a whole by the elastic solid pick; Parking ramp into the device settings in a T-shaped pillars road junctions story car overhead introduced Road entrance ramp by a three-story circular ramp in the middle of the bifurcation SOR access, and so on; Ramp and lane carriageways are bidirectional, enter the car parking device must turn from the original road Out; said rotary ladder laminate body installed in a parking zone for emergency avoidance side, the intermediate winding staircase Vertical with steel center tube, spiral welded along the central tube surrounded by a spiral staircase stepping, central cylinder bottom There are more than welded steel plate enclosure tube diameter steel plate along the center tube circumference greater than pre-drilled straight Envelope tube diameter and the bolt hole twice the diameter of the rotating ladder bolted base embedded in the center Tube and steel plate welded joints have another 3-15 block triangular support plate to enhance the central tube The vertical stability, retaining tube and has a roof top above the flowerbeds to avoid the snow, rain, bottom inlay Fixed top surface of the steel plate recess rubber base, retaining tube vertical with the ground, stop layers Laminates car body, flowerbeds lamellar corresponding elevation at each setting a doorway for personnel access, in addition to Plane other openings on both sides and install two retaining levers on both sides of the corresponding tangent cylinder connected Next, the corresponding rod tube envelope elevation of a steel ring by a plurality of bolts along the inner and outer envelope tube circumference Through the pores coated glass pressed against each other, both inside and outside steel ring and cylinder contact surface envelope lined with a rubber band Pads, one end of each rod cylinder with one side of the corresponding envelope tangent parts bolted steel ring Next, the other end of the concrete plate, flower plate position corresponding to the layer embedded bolts, step ladder Step inside and the center tube welded, ladder stepping bottom center tube with a diagonal brace welded from the outside Envelope tube wall leaving a gap; flowerbed in the horizontal rib top shelf body a long pass along the parking Casting thickness of not more than 30cm waterproof reinforced concrete plates flowerbeds lamellar; flowerbeds lamellar Top surface is provided with a pond, flower pots, water supply and drainage, along flowerbeds lamellar four weeks at 0.5 m from the edge Provided with a guardrail and greenhouses and flower garden; fence made of metal or concrete-made ornamental Type structure, the metal guardrail bolted through flowerbeds plate embedded layer, through the concrete barrier Embedded iron with lamellar flowerbeds soldering iron fixed; coaxial with a long pass interval-type fence with hanging Steel row arm for supporting the arch truss columns, arched truss system with a transparent dome covering film, suspended Arm instead of steel guardrail vertical row of column skeleton and passed a bolt steel base plate with flower garden Layer embedded bolts, four weeks along the axis of the cantilever steel row-column and the lower part of coaxial Metal guardrail anchor fused with an upper row of column bent beams anchored to enhance anti- Shock resistance; between adjacent arched trusses with 3-30 steel pipes made of steel or steel purlins sub-vertical Anchor and with arched truss dome surface level in order to increase lateral stability and arch truss convenient cover Tectorial membrane laying; greenhouse covering film lengthwise along one side through the cantilevered steel plate fixed on the rows of columns Roots of garden fence panel outer layer, the other side of its length by means of Velcro slightly larger than a single bond Zhang covering film reel width, reels and greenhouses long axis parallel to the cover film roll on reel On leaflets cover film width and arch truss spacing corresponds to the contact surface with the arched truss dome Paste using Velcro, Velcro covering film overlap of bonding; flowerbeds along the length of the sides lamellar Pouring a concrete retaining most marginalized, retaining wall and fence is made between 2% slope trench will In the flower garden rainwater catchment excluded from the drain pipe and provides the platen cover film reels and operation Security. ...

The present invention compared with prior art, its preparation technology is simple, saves ground space, the apparatus structure novelty is both artistic and practical, it is convenient to stop, durability is good, its top layer flower nursery vegetation volume Co that attracts deposit ₂Ability is strong, has the obvious effect of improving resident's environment.

Description of drawings:

Fig. 1 is the agent structure principle schematic of apparatus of the present invention.

Fig. 2 is the arch rib plan structure principle schematic of apparatus of the present invention.

Fig. 3 is apparatus of the present invention main body A-A sectional structure principle schematic.

Fig. 4 is two column vertical structure principle schematic on the arch of apparatus of the present invention.

Fig. 5 is two column lateral cross section structural principle schematic diagrames on the arch of apparatus of the present invention.

Fig. 6 is the oblique parking space schematic diagram of apparatus of the present invention.

Fig. 7 is the oblique parking space B-B sectional structure principle schematic of apparatus of the present invention.

Fig. 8 is the noise barrier facade structures principle schematic of apparatus of the present invention.

Fig. 9 is the noise barrier C-C sectional structure principle schematic of apparatus of the present invention.

Figure 10 is the shaped double tube arch rib section structural principle schematic diagram of apparatus of the present invention.

Figure 11 is the triangle arch rib section structural principle schematic diagram of apparatus of the present invention.

Figure 12 is the trapezoidal arch rib section structural principle schematic diagram of apparatus of the present invention.

The specific embodiment:

Also be further described in conjunction with the accompanying drawings below by embodiment.

Embodiment:

The main structure of this embodiment 1 comprises vegetation, fence 2, garden 3, ribs 4, arch Chord 4 ', two-story boom 5, triple boom 5', 6 parking systems, shock fence 7, Connected pipe 7 ', steel bracket 7 ", noise barriers 8, 9 chord, chord anchorage 9' Arch 10, lug 11, pile 12, vault 13, vault K-type horizontal support 13 ', the inner arch Chord 14, the inner arch chord anchorage 14 ', the inner arch support pier 15, concrete slab 16, flowerbeds Plate layer 16 ', waterproof layer 17, asphalt concrete surface layer 18, the inner arch 19, boom anchor (just Tied for the anchor plate) 20, steel-concrete composite beam 21, Block 22 double column arch, arch double column 23, Sides of the road stud 23 ', double-column arch cross brace 24, the top 25 steel-concrete composite beams, steel Beams 26, steel secondary beams 26 ', 27 rotating ladder, ladder stepping 27', the center tube 28, around Casing 29, rotating ladder base 30, the rubber base 30 ', steel ring 31, the horizontal rod 32, Rotating ladder roof 33, rock support pier 34, pile caps supporting piers or 34 ', the road on both sides Column foundation 35, bedrock 36, steel plate 37, the triangle support 37 ', K-type transverse arch support Support 38, the original road 39, absorbing body 40, absorbing body bracket 41, 42 film clip glass, curved Liner 43, the elastic bracket 44, steel bearing 45, the border 46, 47 steel columns, steel columns wing Fin 48, recessed pot 49, borders 50, 51 parking spaces oblique slash indicate 51 ', emergency Avoidance zone 52, the water supply pipe 53, the drain pipe 54, U-type card 55, embedded bolts 56, greenhouses 57, cantilevered steel row column 57 ', covering film 58, reel 59, 60 pools, flower pots 61, Nuts 62, screws 62 ', row 63 column beams, steel purlins sub 64, arched trusses 65, plate 66, 67 and Velcro wall 68; said base system consists of piles supporting piers 12 and 34 'or Bedrock composed of 36 and 34 support the pier; loads through the pile supporting pier 34 'and 12 mass pile Handed stratum, high intensity for shallow depth directly support the hard rock foundation pier 34 install in the finished rock steps, load supporting pier 34 is passed directly through to the base Rock 36 commitments, support piers 34 and 34 'are rectangular structure, set on both sides of the road pavement The following 4 with ribs span the appropriate location, and symmetrically parallel to each other; supporting piers 34 and 34 ' Towards the side of the arch of the foot 10 and the arch of the foot upper made of 10 horizontal angle consistent slope, and through Beveled arch embedded bolts 56 and 10 are connected, the support piers 34 and 34 'of the thickness and the amount of steel According to load requirements set; said rib 4 is composed of multi-stage pipe bent into a predetermined curved on request Line, and then segmented into a certain vector butt height ratio curves, parallel mounted on the corresponding sides of the road Supporting pier 34 or 34 'slant embedded bolts 56, the rib 4 sunshine spacing across space, Reduce the visual sense of oppression and to protect tenants underlying traffic is not affected; the arch of the foot 10 base bolts Holes set into the support piers 34 and 34 'embedded bolts 56 used nut 62 tightened after protective treatment Then the support of high performance concrete pouring slope becomes support pier pier 34 and 34 'one Rectangle, avoiding the arch 10 by groundwater and air erosion; 36 set directly on bedrock support Pier 34 on the rib 4 Needless to install and anchor chords 9 9 ', its thrust by the hard rock layer Provided; pile 12 disposed in the support piers 34 'on the two arch rib 4 plus 10 place Work for the same chord 9 axis through holes, holes for the outer face fitted with holes in tension chord Concentric anchorage 9 ', will pass through two Duangong chord 9 feet 10 and anchor 9' holes, right chord 9 After applying certain prestressing anchorage 9 'to the locking rib 4 bear loads by Arch 10 is expressed as horizontal thrust prestressed chords 9 provides equal stress in the opposite direction Horizontal thrust balance, so the rib 4 does not produce significant moments and have high compressive strength characteristics; Arch 10 and the rib 4 OD consistent load is large, experienced operator arch 10 (about 4 ribs 1/4 or less at the same below) force than other large rib segments that will put the appropriate size of the arch 10 Large and wall thickening to increase strength; using a large-diameter steel pipe or steel pipe together Triangular, rectangular, or trapezoidal cross-section tubular double curve of ribs, which tube is filled with high Concrete; consider two specimens of parallel transverse ribs four stable without prejudice to automobile traffic, the dome 13 and the road below the arch of the foot were set 1-20 Road Part 10 horizontal cross brace 13 'and 38, Horizontal support 13 'and 38 with a steel pipe or combined into K-shaped, H-shaped, X-shaped or N-shaped structure, To meet the lateral stability and wind load requirements of different load; parking on the shelves for the support arch body, in addition to rib 4 span the range from the boom 5 and 5 'supporting steel beams 26 commitments, rib 4 span Parking outside the scope of the load by the erection of the laminate body arch arch arch 4 double column 23, Road on both sides of the column 23 'commitment and delivery, arch double-column 23 mounted on the bottom of the arch double Column Block 22, Block 22 double column arch shape with the corresponding parts of the lower rib four bow-steps Lines are the same and by welding with a solid, double-column horizontal structure of the top of the seat 22, to facilitate Vertical uprights 23 double arch welding installation, double-column 23 arch span direction along a rib 4 Two parallel columns, two columns parallel multi-channel set up between the level of the horizontal cross brace 24, Arch to increase the stability of double-column 23, the road on both sides of the column 23 'is a single column by setting Placed in the ground below the column foundation 35 bearing; rib chord 4 'at a distance from erection The wall thickness of the hollow lug 11, the boom 5 and 5 'upper lug 11 extends within the anchoring holes; crane Rod 5 and 5 'boom using a flexible cable, or using a large diameter rigid high strength steel or steel Boom, two specimens of the corresponding rib 4 in the boom lugs 11 5 and 5 'through the respective lower ends Long steel beams 26 to the ends, and in the long steel beams 26 to the ends of a beam bottom anchor 20 (pin The flexible boom for the anchor, the anchor plate against the rigid boom) will boom 5 and 5 'certain tension Prestressed after locking; flexible boom locking front jacket pipe, steel pipe filled with cement after locking Mortar closed for protection, rigid boom locking taken after spraying the surface anti-corrosion coating the outer wrapping For protection hose; specimens of the two corresponding ribs 4 boom 5 or 5 'of the steel support beams 26 In the rib 4 vector height range can set multiple levels of different elevations multilayer structure Form the original access road and provide adequate space for the lower; the boom 5 or 5 'supporting steel Beam 26 to the section with a long inner arch 19 to 20, 19 is provided between adjacent inner arch with a small Pier 15 inside the arch support, steel beams 26 fitted to the ends of long arch chord anchorage within 14 ', through Internally arch chord 14 (rigid) pre-stressing of the steel beams 26 by vertical load at its Horizontal thrust rod 14 by the inner arch chord provided, will not produce a large deflection of the bending moment had occurred Big case, and multiple sizes 19 and 15 within the arch of steel beams 26 savings and reduce the use of materials Weight, so that the arch span in the direction of four ribs and transverse (longitudinal steel beams 26) showed Arched force structure; steel beam 26 is set to a single number, between the vertical steel beams 26 install (Welding) 3-30 Root steel secondary beam 26 ', and with the steel beams 26 surface level in order to enhance the steel cross The stability and strength of the beam 26; 6 The parking of the parking system and auxiliary facilities two laminates body Components, within the span of the arch 4 lengthwise along the roads formwork scaffolding and steel beams 26, Steel secondary beam 26 'beam top level after lashing prestressing steel, pouring concrete arch formation and two-bay Lateral spacing rib 4 with a predetermined width and a thickness of not more than 30cm length of the concrete slab 16, Laying concrete slab waterproofing membrane layer 16 as a waterproof layer 17, waterproof layer 17 and then laying Asphalt surface 18 which consists of parking laminate body; outside the part of the first rib 4 span formwork scaffolding With arch-post uprights 23 and the sides of the road 23 'steel concrete composite beams 21 beams top level After working legal system made according to the above continuous narrow shape sheet laminate body type parking; parking Laminates body Leaving to the center along the length of a certain width for vehicular traffic lane two-way traffic, with both sides of the carriageway along Longitudinal axis of the oblique angle of 30 ° 51 parking spaces, vehicles reach the parking spaces just press slash 51 ' Schematically into to stop, press the slash 51 'can be left schematically pour; parking spaces on both sides Set at a distance opposite dislocation with emergency escape with 52, with 52 for steam emergency avoidance Car turn around, up and down the channel and rotating ladder personnel in emergency situations and places to escape through the emergency escape Road; adjacent parking spaces in between pouring concrete laminates 16:00 earmarked not interoperable 1-10 Rectangular holes, ancillary facilities recessed into the pot 49 is just embedded within the recessed bottom pot 49 Parking laminate body is exposed underside of a certain size, recessed pot 49 faces four weeks with a horizontal projection system Out of the frame 50 to hold the flush-mounted recessed pot after 49 does not fall off; concave recessed pot 49 Groove depth to be able to meet the low growth of trees suitable for the required thickness of the soil, recessed pot 49 Evergreen trees or shrubs planted within as parking dividers, border thickness not exceeding 50 sedan Car doors at the bottom with the ground spacing, when opening the doors to avoid the collision, while the level of protruding border 50 and doubles as a parking control lines to prevent the greens were rolling, to prevent adjacent two car door open Casey grazing, flower pots planted within 49 low tree height over the door bottom height; aided design Shi impact of reinforced concrete parking barrier seven shelves along both sides of the body length long pass to install, and its several What shape is slightly wider than the top end is slightly narrower and positive (inward for the front) there arc, back (out of Rear) edge of the vertical and the parking laminate body, height is not more than 1.0 meters in length (along the parking levels Board to the axis of the body length) than 0.4 meters above the base along the lengthwise axis of the features vaulted through empty Hole at the bottom of a rectangular bolt holes 2-5 embedded steel base plate 37 so that the impact guardrail 7 Quick installation, the curvature of the front diffuser suitable car instant impact force to prevent or reduce auto punch A parking device; impact near the back of the upper rails 7 through steel bracket 7 "through Changan set Contact tube 7 ', two contact pipe 7' docking position is not located in the two shock fence 7 The seams to facilitate enhanced impact guardrail 7 overturning the integrity and ability; impact protection Bar near the inner surface of the top of the 7 is installed along the length of the upper half of the sound-absorbing body 40, the lower half of Canadian film Glass 42 formed with a curved rectangular vertical noise barriers 8, 8 per two noise barriers Between a steel column 47 as a support, the bottom of the steel column 47 by a bolt fixed to the steel support 45, with anchor reinforcement steel bearing 45 and the impact railing 7 concreting together through Length settings; noise barriers 8 lower curved coated glass are used around 42 gold does not rust Borders 46 Defence case with coated glass frame 46 back close to 42 non-metallic arc The spacer 43, the spacer 43 and the arc of the arcuate elastic install bracket 44, the elastic buffer bracket 44 Vibratory energy solutions to improve the film clip glass 42 work environment, elastic bottom bracket 44 with bolts Fixed on steel bearing 45 in the lower back about 1/4 through the U-shaped card 55 fixed on the impact Link fence seven upper pipe 7 'on the vertical sides of the border 50 with screws 62' along the steel milling Fixed wings 48 column, consisting of vertical double flank a long pass a fixed structure; noise barriers eight half Ministry of sound-absorbing body 40 is sealed with adhesive bonding metal plate substrate louvered holes, reached resistance Nigeria noise filtering effect, the metal plate on both sides with steel column vertical wings 48 with screws 62 'fixed, Sound absorbing body back against the curved bracket 41, absorbing body bracket 41 bracket 44 and the elastic system As one made of an elastic solid bracket 44 to provide a stable connection; into multi-level parking ramp device settings In the district and public road junctions, or set in residential square, activities, games, artificial lake, surrounded Edge of the wall and other appropriate position slightly open to the introduction of a single T-shaped column overhead lane into the second floor Mouth, three-story ramp in the middle of the ramp by the bifurcation ring SOR access, and so on; turn Road and lane carriageways are bidirectional structure into a car parking device must turn from the original road Resorted to; such as residential space and opulence of its ramp lane to lane one-way, from one end of the car Into, exit from the other end, Needless turn; said rotating ladder 27 install laminate in the parking Body emergency avoidance designed for personnel with 52 up and down beside purposes, intermediate vertical rotating ladder 27 security features Steel center tube 28, tube 28 along the central spiral welded ladder stepping around 27 ', the center tube There are more than 28 at the bottom of welded steel containment tube 29 diameter steel base plate 37 and bottom plate 37 along the circumference of the pre- Drill diameter greater than the center tube 28 and tube 29 envelope bolt hole twice the diameter of the rotating ladder base 30 The embedded bolts 56 are connected, the center tube 28 and the steel plate 37 is welded joints another 3-15 Triangular support block 37 'to enhance the stability of the center vertical tube 28, casing tube 29 at the top Height above the flower garden and a roof 33 (there should be higher than a large shed roof height), play stop Avoid the rain with snow, at the bottom of embedded steel base plate 37 fixed on the surface of the rubber base 30 'of the groove , The envelope tube 29 vertical to the ground, laminate floors Parking body, flowerbeds laminates 16 'corresponding Elevation at each setting a doorway for people in and out, and in the openings on both sides (except the ground outside the doorway) Install two retaining rod 32 and tube 29 corresponding sides tangentially connected, retaining tube 29 relative Rod 32 has to be the elevation of the steel ring 31 by a plurality of bolts inside and outside the containment tube 29 along the circumferential wear Over coated glass hole pressed against each other, inside and outside the steel ring 31 and the retaining cylinder 29 contacts with a rubber band Liner to prevent local discontinuity and damage to the glass, each of which corresponds to one end of the rod 32 The envelope tube 29 side of the steel ring 31 is tangent to the bolts connecting the other end of the concrete slab 16, flowerbeds plate layer 16 'corresponding position embedded bolts 56 are connected, a stabilizing envelope tube 29 Effect, stepping ladder 27 'at the bottom of the center support and the other has a helical tube 28 welded, enhanced spin Stepping ladder 27 'stability, the outer cylinder 29 from the retaining wall slight gap, the upper and lower rotating Ladder 27 is not invading feeling, considering the habitual still set down armrest for staff convenience, while In case of emergency personnel from Ladder 27 quickly from rotating; said the flower garden flower garden 3 Plate layer 16 'is mounted on the top surface of rib arch double column 23, the road on both sides of the column 23' Steel-concrete composite beam 25 surface parking laminate body with a long pass, the same width and thickness of not more than 30cm Continuous narrow shape sheet, flowerbeds plate layer 16 'is provided with a top surface of the pool 60, 61, and pots According to need additional greenhouses 57, 60, and pots 61 single pool area is not too large, Pots 61 to meet the low depth of soil thickness for the proper plant growth; flowerbed plate layer 16 'left More than 25% area as a pedestrian, conservation, ornamental passage purposes, the plants should flower garden 3 Garden planting soil type, in order to reduce beam, slab, column loads, help earthquake; flowerbeds lamellar 16 'is provided with a fence around the edges 2, fence 2 made of metal or concrete with ornamental Modeling structures, metal fence 2 through embedded bolts 56 fixed directly in the flowerbed plate layer 16 ' On the concrete barrier 2 through embedded iron and 16 'fixed by welding; along the guardrail two four weeks shaft Line with a cantilevered steel row column 57 'for supporting the arch truss 65, arched trusses 65 dome surface Film as a transparent overlay tough synthetic insulation layer, cantilevered steel row column 57 'through four These bolt steel base plate with flowerbeds layer 16 'embedded bolt 56 is fixed, the cover film 58 57 greenhouses to grow along side plate 66 is fixed by means of cantilevered steel row in column 57 'root guard Column two outer flowerbeds plate layer 16 'on the other side of the Velcro 67 through bonding than in a single Slightly longer than the width of the cover film 58 reel 59, the spool 59 and the longitudinal axis parallel to the shed 57, Manual operation along the arched trusses 65 dome surface for horizontal scrolling; adjacent two cover film 58 Overlap when installing certain size, covering all the volumes in the first film 58 on the spool 59, the spool 59 Gradually unwinding the cover film 58 along the arched trusses 65 dome surface gradually expanded to cover greenhouses 57 Lee insulation to prevent rain and snow along the arched trusses 65 dome surface rolling winding reel 59 so as to cover Film 58 gradually rolled up on the reel 59 and thus opened up the cover film 58 greenhouses 57 ventilation cooling Effect, cover film 58, and vaulted dome surface truss 65, the cover film 58 overlaps are used sticky Cingulate 67 bonding; along flowerbeds plate layer 16 'is provided with a longitudinal side edges slightly shorter than the fence 2 Concrete wall 68, between wall 68 and the bottom rails 2 form a 2% grade groove-shaped facilitates the Flowerbeds 3 pooling rain or residual water drain pipe 54 exclusion and provide pressure spool 59 and the cover film Plate 66 when operating safety; vegetation one of many varieties of evergreen trees or shrubs, and appropriate Supplemented with perennial flowers, ornamental value reached four seasons and vegetation effects; appropriate contacts cited from the cell Into the water supply pipe 53 along the column 23 'up around flowerbeds plate layer 16' eave to the nearest pond 60 , By the water supply pipe 53 is mounted tee will lead to the extension of water at any point in watering landscaped flowerbeds 3; each At a distance along the column 23 'laying a drain pipe 54 and the flowerbeds three layers parking Laminates Body pooling rain or residual water drain pipe 54 conveyed to the underground drainage discharge. ...

Claims (1)

1. A multi-arch type parking apparatus multilayer separator plants, the overall structure of the base system, Rib, parking system, rotating ladder and flowerbeds of five parts, including vegetation, fence, garden, Rib, rib chord, two-story boom, triple boom, parking systems, shock fence, even Line pipe, steel frame, noise barriers, chord, chord anchorage, arch, lugs, pile, Vault, vault K-type horizontal support, within the arch chord, chord anchorage within the arch, the inner arch support pier, mixed Concrete slab, flowerbeds lamellar, waterproof layer, asphalt concrete surface layer, the inner arch, boom anchor (just Tied for the anchor plate), steel-concrete composite beam, dual arch shank holder, double-column arch, road sides Column, double column transverse arch brace, top steel-concrete composite beams, steel beams, steel secondary beam, rotation Ladder, ladder stepping, the center tube, retaining tube, rotating ladder base, retaining tube rubber base, steel Ring, horizontal rod, rotating roof ladder, rock support piers, pile or pile supported pier, roads Both sides of the column foundation, basement, steel plate, triangular support, K-type transverse arch support, the original Road Lu, sound-absorbing body, sound-absorbing body bracket, clip film glass, curved pad, elastic brackets, steel bearing, Border, steel column, steel column wings, clip film glass base, recessed pots, borders, stop ramp Parking spaces, slashes indicate, emergency escape belt, water pipes, drain pipes, U-shaped cards, embedded bolts, Greenhouses, cantilevered steel row column, cover film, reel, ponds, flower pots, nuts, screws, Pai Column beams, steel purlins son, arched trusses, plate, Velcro and retaining wall; wherein the steel Tube bending curve structure and is made in a tube filled with concrete, into a multi-multi-arch separating plants Type parking system, the base system is composed of foundation, the bedrock and the supporting piers or cap composition; loads Through the support piers and piles pile passed stratum, install the support pier steps in the rock layers , The load by the supporting piers bear directly to bedrock, rectangular support structure disposed pier Below the road surface and the sides of the road span rib corresponding position, parallel to each other and symmetrical; supporting pier Towards the upper side of the arch of the foot arch foot horizontal angle made with the same slope, and through bevel embedded Bolts and arch connections, supports pier thickness and the amount of steel selected according to load requirements; said arch Rib made by a multi-stage pipe bending curve structure, and then segmented into a curved butt, parallel mounted in pairs Should support pier ramp embedded bolts; the arch of the foot bolt holes set into the base of the support piers embedded bolts Tighten the nut using concrete pouring and then with the support piers slope becomes integrated with the supporting pier Rectangle; disposed on the support ribs on the pier with two arch feet for the same chord axial hole through Holes, holes for the outer face fitted with tension chord anchorage concentric holes, through both ends of the chord Arch and anchor holes, right chord tensioned prestressed anchorage after its locking; adopt a Synthetic or a plurality of steel triangular, rectangular, or trapezoidal cross-section tubular double curve arch, steel Tube is filled with concrete; below the dome and the arch of the foot part of the road were set 1-20 Road Horizontal cross bracing, horizontal bracing with steel tube or combined into a K-shaped, H-shaped, X-shaped or N-shaped junction Structure; arch double-column mounted on the bottom of the column pedestal double arch, arch shape on the seat bottom double column With the corresponding parts of the same rib arch curve and by welding with a solid, double-column pedestal top For the horizontal structure, arch double column is two columns side by side along the arch span direction, two Tied arch double-column horizontal struts between 1-20 Road, the road on both sides of the column as a single column; Chord rib is provided at a distance from the wall thickness of the hollow lugs projecting into the upper boom ears Inside anchor; boom boom using a flexible cable or rigid steel or steel boom, two specimens of rib The corresponding lugs are passed through the lower end of the boom to the ends of long steel beams and steel beams To the ends of a long beam bottom tensioning anchorage after the boom locking; flexible steel coat hanger locking ago Pipes, steel pipes filled with cement mortar, after locking the rigid boom spraying anti-corrosion coating on the surface wrapped around outside Around the water with; boom support system of steel beams with longitudinal section within 1-20 arch, adjacent inner arch Provided between the inner arch support with a small pier, with steel beams inside the arch to the ends of long chord anchorage; steel Singular beams and vertical steel beams welded between 3-30 times the root steel beams and steel beam top surface water Ping; the parking system is composed of parking and ancillary facilities laminate body composition, within the span along the rib Long road to the scaffolding formwork and steel beams, steel top surface of the secondary beam prestressed reinforcement and pouring concrete banding Soil formation and two specimens of the same width and spacing of transverse ribs predetermined length of a thickness not exceeding 30cm mixed Concrete slab, concrete slab laying layer above the waterproof layer, waterproof layer above and then laying asphalt concrete Soil surface layer or layers of asphalt surface parking laminate body; arch span in the scaffolding to take the first branch outside the scope of Mold and the arch-Post and roads on both sides of the column steel concrete composite beam girder top level, making shaped A continuous strip of sheet metal in the form of parking laminates body; parking along the length of the body to the center shelf aside Two-way traffic lane for vehicles traveling along the length of the carriageway on both sides with a 30 ° angle to the axis of the helical Parking; parking spaces on both sides spaced apart opposite dislocation is provided with emergency escape; adjacent stop Spaces between pouring concrete slab not interlinked set aside 1-10 rectangular holes, auxiliary Help facilities recessed pots embedded in the pores, the concave bottom of the pot body bottom laminates exposed Parking Surface, recessed pot system with a horizontal top surface four weeks protruding border after boosting fitted recessed pot does not Shedding; recessed pots planted or set the parking separator plants, border thickness not exceeding sedan Car doors at the bottom with the ground spacing to avoid collisions when opening the doors, horizontal frame doubles as a stop projecting Vehicle control lines to prevent the plants were rolling, pots plant height of 0.5-2m; ancillary facilities Impact of reinforced concrete parking barrier laminate body length along the sides of a long pass to install, and its geometry Like the bottom width of the top surface of a narrow and inward curvature of the body to the outside edge of the vertical and the parking shelves, height Not more than 1.0 m, the length along the axial length parking shelf length is greater than 0.4 m, the base Along the longitudinal axis of the through hole with arched, bottom embedded 2-5 rectangular steel bolt holes Bottom rails fixed installation and impact, impact guardrail near the back of the upper bracket through the pipe Tong Chang established contact pipe, two contact locations to avoid two shock tube butt pick guardrail Joints; shock fence along the length of the inner surface of the top closer to the upper half of the installed sound-absorbing body half Composed of the Department of Canadian film glass rectangle with curved vertical noise barriers, noise barriers every two Provided between the steel columns supporting steel columns at the bottom of bolted steel cradle with anchor bar The steel bearing and impact railing concrete pouring together through a long set; noise barriers under Plus half of the curved glass surrounding the film does not rust metal frame structure, with a border coated glass Curved glass back close to the metallic pads, curved arcuate resilient gasket installed in order to ease the bay Xie vibration energy, elastic bottom bracket bolted to the steel bearing in the back of the bottom 1/4 Through the U-shaped card in the upper shock link fence pipe on both sides of the border with vertical screw Nails along the wings fixed steel column, consisting of vertical double flank a long pass a fixed structure; noise barriers on Half of the sound absorbing body sealed with adhesive bonding metal plate substrate louvered holes metal plate back Sound absorbing body surface close to the curved side of the bracket with wings vertical steel uprights with screws, sound-absorbing body Bracket and flex bay bracket system as a whole by the elastic solid pick; ramp into the parking device settings Road junctions in the ground with the introduction of two-story T-shaped column overhead lane entrance ramp from the three Two-story circular ramp in the middle of the bifurcation SOR access, and so on; said rotating ladder set up on the Parking laminate body with emergency escape next to the middle of the vertical rotating ladder with steel center tube, along Around the spiral welded ladder still, center bottom tube diameter welded steel pipe greater than the bottom envelope Steel base plate and extending circumferentially predrilled center tube diameter greater than the diameter of the cylinder and retaining bolt hole twice Rotating basis with the embedded ladder bolted connections, the center tube and steel plate welded joints have another 3-15 block triangular support plate, retaining tube up flowerbeds and a roof top, bottom inlay Fixed top surface of the steel plate recess rubber base, retaining tube vertical with the ground, stop layers Laminates car body, flowerbeds lamellar corresponding elevation at each setting a doorway, in addition to other outside the ground Erection of two openings on both sides with the envelope levers on both sides of the corresponding tangent cylinder connection tube envelope phase Should elevation of a rod steel ring by a plurality of bolts along the outside envelope coated glass tube circumference through Pore ​​glass pressed against each other, both inside and outside containment tube rings with rubber padded contact surfaces, each rod Wherein one end side of the cylindrical envelope corresponding to the bolts tangent steel ring connected at the other end of the mixing Concrete slab, flowerbeds lamellar embedded bolts connecting the corresponding position, stepping inside the central tube ladder Welding, an inclined ladder stepping bottom support and the center tube welding, leaving the outer tube wall from envelope Clearance; flower garden is the top level in the ribs along the parking laminate body through a long casting thickness less than 30cm waterproof reinforced concrete plates flowerbeds lamellar; flowerbeds plate is provided with a top layer sinks, Pots, water supply and drainage, along flowerbeds lamellar four weeks away from the edge of 0.5 m is provided with guardrails and temperature Room greenhouses and flower garden; fence made of metal or concrete structure ornamental molding, metal fence Through embedded plate bolted to the flowerbeds layer, concrete barriers through embedded iron plate with flower garden Layer of iron welded; coaxial with a long pass interval-type fence with a cantilevered steel column to support row Stays arched trusses, arched truss system with a transparent dome covering film, cantilevered steel columns instead of rows of guard Column vertical skeleton, and passed a bolt steel base plate layer embedded with flowerbeds bolts, Four weeks along the axis of the cantilever steel row-column and the lower part of the metal guardrail anchor successive coaxial Into one, the upper row of columns with a beam anchor; between adjacent arched trusses with 3-30 roots Made of steel pipe or steel purlin anchor and sub-vertical truss with vaulted dome surface level; cover film Lengthwise along one side of the greenhouse through the cantilevered steel plate fixed on the fence outside the root row column Garden plate layer, the other side of its length by means of Velcro adhesive sheet is slightly larger than the width of the cover film The reel, reel and greenhouse long axis parallel to the cover film reel on the reel, leaflets Cover film width and arch truss spacing corresponds with arched truss dome contact surface with Velcro With paste, cover film overlap of Velcro adhesive; flowerbeds lamellar pouring along the long edges to the sides There are concrete retaining wall, retaining wall and fence is made between the sloping groove shape. ...

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