CN102296843B - 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 multi-arch multilayer plant-separation type parking device

Technical field:

The invention belongs to garage manufacturing technology field, relate to a kind ofly for urban green space and road, that along hemisphere, sets up replaces parking stall separator bar and top layer to be provided with the multi-arch multilayer plant-separation type parking device of flower nursery structure with plant or artificial plant.

Background technology:

At present, the research of solution townsfolk parking difficulty problem mainly concentrates on the 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 screw lane car formula solid parking, track, slope formula sky parking, suspension bridge track formula sky parking, column band rotating disk broad in the middle side 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 only suitable for being 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, there is no 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.Existing mechanical type three-dimensional parking garage is divided into full-automatic and semi-automatic two large classes, semi automatic machine formula parking systems commonly, mechanical stereo garage has the saving land area, save one-time investment, flexible configuration, the advantages such as wide adaptability, in urban centre, application is more, the Dan Zai community is used and is also had obvious defect: 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 large, so finite capacity; Secondly, because near noise garage is large, air quality is poor, the influenced shortcoming such as obviously of sunshine lighting, the resident generally opposes mechanical stereo garage is built to from entrance; The 2nd, operating expenses is high, service life is short, and be about 10 years general actual life, approximately 243 yuan/of average month operating expenses (not containing property fees), and housing service limit is 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 anti-disaster ability, once breaking out of fire or earthquake, power interruptions, one of the car in garage also can't get out.Existing underground parking belongs to the underground newly-increased parking lot in community, 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 large section cavern excavation, it is also high that technical difficulty and risk ratio are built subway, somewhat expensive, and domestic law aspect or vacuum, still do not possess the business development condition.

Summary of the invention:

The object of the invention is to overcome the shortcoming of prior art, seek to design a kind of existing space characteristic in city that utilizes, prepare a kind of multi-arch multilayer plant-separation type parking device with space structures of sight, practicality, durability, economy and reduction of discharging.

To achieve these goals, overall structure of the present invention is divided into foundational system, arch rib, shutdown system, saw and flower nursery five parts, comprise vegetation, guardrail, flower nursery, arch rib, the arch rib lower edge, two layers of suspension rod, three layers of suspension rod, shutdown system, the shock resistance guardrail, link steel pipe, steel pipe support, the noise barrier, chord member, the chord member ground tackle, arch springing, lug, pile foundation, vault, vault K type horizontal support, interior chord of arch bar, interior chord of arch bar ground tackle, interior arch brace pier, the concrete flaggy, the flower nursery flaggy, watertight composition, asphalt concrete pavement, interior arch, suspension rod ground tackle (just tie-rod is anchor slab), the steel reinforced concrete combination beam, two Upright post bases on arch, two columns on arch, road two heel posts, two upright horizontal struts on arch, top layer steel reinforced concrete combination beam, gooseneck, the steel secondary beam, saw, winding stair is marked time, central tube, go along with sb. to guard him cylinder, the saw basis, go along with sb. to guard him a rubber base plate, steel loop, girt, the saw roof, the rock support pier, pile foundation support pier or cushion cap, road both sides upright post basic, basement rock, steel sole plate, triangular support, arch springing K type horizontal support, original path, acoustic(al)absorbent, the acoustic(al)absorbent support, the folder film glass, the arc liner, elastic bracket, bridle iron, frame, steel column, the steel column wing, folder film glass base, recessed formula flowerpot, frame, oblique parking stall, the oblique line signal, the emergent band of dodging, feed pipe, tapping pipe, U-shaped card, pre-embedded bolt, booth, the Cantilever Type Steel organ timbering, coverlay, spool, pond, flowerpot, nut, screw, the organ timbering crossbeam, steel purlin, arch truss, pressing plate, magic tape and barricade, steel tube bending is become to the version of certain curve and fill with high performance concrete in pipe, it is become and have the multi-arch multilayer plant-separation type parking device of crossing over any minimum distance for sunlight ability, described foundational system is comprised of pile foundation, basement rock and support pier or cushion cap, load passes to supporting course by support pier and the pile foundation of pile foundation, support pier is installed on the lithosphere step of finishing, load is directly passed to basement rock by support pier and bears, the support pier of rectangular configuration is arranged on below road surface, road both sides and the corresponding position of arch rib span, parallel to each other and symmetrical, support pier is met the one side top of arch springing and is made the inclined-plane consistent with the arch springing horizontal sextant angle, and is connected with arch springing by the inclined-plane pre-embedded bolt, and thickness and the steel content of support pier are selected according to load requirement, described arch rib is bent into the predetermined curve structure on request by the multistage steel pipe, then segmentation is installed in parallel on corresponding support pier inclined-plane pre-embedded bolt being connected into the curve with rise ratio, arch springing bolt of lower base borehole jack is entered in the support pier pre-embedded bolt with after nut screwing clamping, making the support pier inclined-plane become the rectangle with the support pier one with pouring concrete again, the arch rib two arch springing appropriate locations that are arranged on support pier are provided with the concentric hole passed for chord member, the hole outer face is equipped with the concentric ground tackle of hole for the stretch-draw chord member, chord member is passed through to two ends arch springing and ground tackle hole, after chord member is applied to prestressed stretch-draw, with ground tackle, it is locked, the load that arch rib bears shows as through arch springing the equal horizontal thrust balance of opposite direction stress that horizontal thrust is provided by the prestressing force chord member, arch springing is consistent with the arch rib external diameter, when load is very large, the corresponding amplification of arch springing size and tube wall can be thickened, and nationality increases bearing capacity to improve arch rib compression strength, adopt one or more steel pipe to synthesize the curve arch rib of triangle, rectangle, shaped double tube or trapezoid cross section, in its steel pipe, fill with concrete, at vault and the arch springing position below road surface, the horizontal horizontal support in 1-20 road is set respectively, horizontal support becomes K shape, H shape, X-shaped or N shape structure with pipe or shaped steel combination, for parking tier plate body on supporting arch, the gooseneck supported by suspension rod in the arch rib span scope is born, parking tier plate body load outside arch rib span scope is by two columns on the arch that is installed in arch rib bow section, the column of road both sides is born and is transmitted, on arch, two columns bottom is arranged on the upper two Upright post bases of arch, on arch, two Upright post base lower shapes are identical and firm by solder bond with the arch rib bow section curve of corresponding site, two Upright post bases top is the horizontal plane structure, being convenient to the upper two column vertical weldings of arch installs, the upper two columns of so-called arch are that two root posts are set up in parallel along arch rib span direction, between two columns arranged side by side, 1-20 road singletree is set, road two heel posts are open side type, by the upright post basic load that is arranged on below ground, the arch rib lower edge segment distance of being separated by is provided with the lug of hollow wall thickness, and the suspension rod upper end is stretched in the lug hole and is anchored, suspension rod adopts the cable wire flexible suspension rod, or adopts reinforcing bar or shaped steel rigid hanger, the suspension rod lower end in the corresponding lug of two Pin arch ribs respectively through gooseneck length to two ends, and will after suspension rod stretch-draw, lock to being provided with ground tackle at the bottom of two end carriages in gooseneck length, outer steel pipe before flexible suspension rod locking, will be full of the cement mortar protection after locking in steel pipe, after rigid hanger locking, take the surface spraying anticorrosive paint to be wound around the water blocking tape protection outward, the gooseneck length that suspension rod supports is shaped with arch in 1-20 to cross section, be provided with the support pier with little interior arch between adjacent interior arch, gooseneck length is equipped with interior chord of arch bar ground tackle to two ends, when by internal chord of arch bar, stress application makes gooseneck be subject to vertical load in advance, its horizontal thrust is provided by interior chord of arch bar, gooseneck is set to odd number, is welded with 3-30 root steel secondary beam and gooseneck end face level between the vertical steel crossbeam, described shutdown system is comprised of parking tier plate body and auxiliary equipment, in the arch rib span scope along road length to the built formwork and gooseneck, steel time top surface of the beam colligation deformed bar and casting concrete form with two Pin arch rib horizontal spacings and be no more than the concrete flaggy of 30cm with the thickness of wide and predetermined length, lay the watertight composition of waterproof material above the concrete flaggy, re-lay asphalt concrete pavement (abbreviation asphalt surface course) above watertight composition and form the parking tier plate body, after the steel reinforced concrete combination crossbeam top surface of the beam level of twin columns and road two heel posts, make the parking tier plate body that forms continuous long and narrow sheet form on taking first built formwork and encircle outside the arch rib span scope, parking tier plate body Yan Changxiang center reserves runway for the vehicle two way, and the runway both sides are provided with along the long oblique parking stall to 30 ° of axis angles, the spacing of being separated by the parking stall, both sides shifts to install in opposite directions and emergent dodges that band turns around for automobile, the emergent double passage of fleeing from place of dodging on the saw personnel under lower channel and emergency, reserve 1-10 the rectangle hole do not communicated between adjacent parking stall when the casting concrete flaggy, in the recessed formula flowerpot of auxiliary equipment is flush-mounted in, the bottom surface that the parking tier plate body is exposed in recessed formula flowerpot bottom, recessed formula flowerpot end face surrounding is shaped with the recessed formula flowerpot that frame that level protrudes holds after setting-in and does not come off, plant in recessed formula flowerpot or the plant shape be set as the parking stall separator bar, seal ring thickness is no more than sedan door bottom with the ground interplanar distance in order to avoid collides during car door opening, the frame that level is protruded doubles as the parking control line and prevents that plant from being rolled, grazing when preventing adjacent two car car door opening, the plant height 0.5-2m in flowerpot, the armored concrete shock resistance guardrail of auxiliary equipment is along the elongated installation to both sides of parking tier plate body length, its geometry is that slightly narrow and inside front, slightly wide top, the end has radian, the outside back side and parking tier plate body edge-perpendicular, highly be no more than 1.0 meters, the length of length along parking tier plate body length to axis is greater than 0.4 meter, be provided with the straight-through cavity of arch along long to axis in base, the steel sole plate of the pre-buried 2-5 in a bottom rectangle bolt hole and the fixed installation of shock resistance guardrail, the close back side, shock resistance guardrail top is by the elongated contact steel pipe of installing of steel pipe support, two contact steel pipe docking locations are avoided the seam crossing of two shock resistance guardrails, shock resistance guardrail top is that acoustic(al)absorbent, Lower Half be add film glass form vertical rectangular noise barrier with radian along length to the first half is installed near inner face, being provided with steel column between every two fan noise barriers supports, the steel column bottom is bolted on bridle iron, with together with the concreting of the bridle iron of dowel and shock resistance railing and elongated setting, the arc blooming glass periphery of noise barrier Lower Half is non-corrosive metal edge frame structure, be close to nonmetallic arc liner with the blooming glass back of frame, the arc liner is arranged in the arc elastic carriage to alleviate vibration energy, the elastic bracket bottom is fixed by bolts in bridle iron, lower rear 1/4 place fastens on the contact steel pipe on shock resistance guardrail top by U-shaped, vertical both sides frame is fixed along the steel column wing with screw, forms the elongated fixed structure of vertical double-deck flank, noise barrier first half acoustic(al)absorbent sticks with glue the bonding venetian blind type hole that seals the metallic plate matrix of agent, the metallic plate back side vertically is screwed near acoustic(al)absorbent support both sides and the steel column wing of arc, and it is affixed by elastic support that acoustic(al)absorbent support and elastic bracket are made as one, the ring road that sails lugs into is arranged on intersection of roads with the built on stilts porch, two layers of track of introducing of T shape column, three layers of ring road by two layers of ring road in the annular that the diverges access that extends midway, by that analogy, ring road and runway are two-way runway, and use in the automobile that the enters lugs Cong Yuan road that need turn around, described saw is arranged on the emergent band side of dodging of parking tier plate body, vertically be provided with the steel central tube in the middle of saw, being connected to winding stair along central tube spiral welding on every side marks time, the central tube bottom welding have be greater than go along with sb. to guard him a diameter steel base plate and along steel sole plate circumference preboring be greater than the central tube diameter with go along with sb. to guard him a diameter two the circle bolts hole with the pre-embedded bolt in the saw basis, be connected, central tube and steel sole plate junction separately are welded with 3-15 piece triangular support steel plate, to strengthen the vertical stability of central tube, going along with sb. to guard him a top exceeds flower nursery and is provided with roof system and keep away snow to keep off the rain, bottom embeds and is fixed in the rubber base plate groove of steel sole plate end face, go along with sb. to guard him a vertical and ground, each layer of parking tier plate body, the corresponding absolute altitude of flower nursery flaggy place respectively arranges a manhole for personnel's turnover, the both sides tangent connection corresponding with going along with sb. to guard him cylinder of two pull bars all installed in other door opening both sides except ground, going along with sb. to guard him cylinder corresponding pull bar absolute altitude place is provided with inside and outside steel loop and is mutually compressed through blooming glass hole along going along with sb. to guard him a circumference by a plurality of bolts, inside and outside steel loop with go along with sb. to guard him contact-making surface rubber strip liner, each pull bar one end connects with the wherein corresponding bolt of going along with sb. to guard him the cylinder one tangent position of side steel loop, the other end and concrete slab, the pre-embedded bolt of flaggy relevant position, flower nursery connects, winding stair mark time inboard and central tube welding, winding stair is marked time, and the end, be provided with bearing diagonal and central tube welds, gap is left from going along with sb. to guard him an inwall in the outside, described flower nursery is that the waterproof armoured concrete slab that is not more than 30cm along the elongated cast thickness of parking tier plate body in arch rib end face level forms the flower nursery flaggy, flower nursery flaggy end face is provided with pond, flowerpot, supply and discharge water pipe, and along flower nursery flaggy surrounding, apart from edge, 0.5 meter is provided with guardrail and warmhouse booth and flower nursery, guardrail is that metal or concrete are made ornamental modeling structure, and the metal guardrail is fixed on the flaggy of flower nursery by pre-embedded bolt, and concrete guardrail is welded and fixed by embedded iron parts and flower nursery flaggy ironware, be provided with the Cantilever Type Steel organ timbering in order to support arch truss with the elongated compartment of guardrail coaxial line, the arch truss dome is shaped with transparent coverlay, the Cantilever Type Steel organ timbering replaces the vertical skeleton of guardrail, and fix by the steel base and the flower nursery flaggy pre-embedded bolt that are shaped with bolt hole, be anchored and be connected along the metal guardrail of its underpart between the Cantilever Type Steel organ timbering of surrounding axis and coaxial line, top is provided with the anti-seismic performance that one organ timbering crossbeam is anchored to strengthen framed bent, the steel purlin made with 3-30 root steel pipe or shaped steel between adjacent arch truss is vertical be anchored and with arch truss domed-face level, with the lateral stability that increases arch truss the laying that facilitates coverlay, coverlay along booth length to a side by pressing plate, be fixed on the flaggy of flower nursery, the Cantilever Type Steel organ timbering root guardrail outside, opposite side is bonded on the spool that its length is slightly larger than individual coverlay width by magic tape, spool is parallel to axis with booth length, coverlay is rolled up on spool, individual coverlay width is corresponding with the arch truss spacing, with arch truss dome contact-making surface, adopt magic tape to paste, the coverlay overlapping is that magic tape is bonding, the flower nursery flaggy along long to both sides edge built concrete guard wall, the ditch shape of making 2% gradient between barricade and guardrail is convenient to the flower nursery rainwater is collected by tapping pipe and gets rid of and security protection while providing spool and coverlay clamp operation.

Compared with prior art, its preparation technology is simple in the present invention, saves ground space, and the apparatus structure novelty is both artistic and practical, stops convenient, and 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.

The accompanying drawing explanation:

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

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

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

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

On the arch that Fig. 5 is apparatus of the present invention, two upright horizontals are to the cross section structure principle schematic.

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

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

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

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

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

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

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

The specific embodiment:

Below by embodiment, also be further described by reference to the accompanying drawings.

Embodiment:

The agent structure of the present embodiment comprises vegetation 1, guardrail 2, flower nursery 3, arch rib 4, arch rib lower edge 4 ', two layers of suspension rod 5, three layers of suspension rod 5 ', shutdown system 6, shock resistance guardrail 7, link steel pipe 7 ', steel pipe support 7 ", noise barrier 8, chord member 9, chord member ground tackle 9 ', arch springing 10, lug 11, pile foundation 12, vault 13, vault K type horizontal support 13 ', interior chord of arch bar 14, interior chord of arch bar ground tackle 14 ', interior arch brace pier 15, concrete flaggy 16, flower nursery flaggy 16 ', watertight composition 17, asphalt concrete pavement 18, interior arch 19, suspension rod ground tackle (just tie-rod is anchor slab) 20, steel reinforced concrete combination beam 21, two Upright post bases 22 on arch, two columns 23 on arch, road two heel posts 23 ', two upright horizontal struts 24 on arch, top layer steel reinforced concrete combination beam 25, gooseneck 26, steel secondary beam 26 ', saw 27, winding stair marks time 27 ', central tube 28, go along with sb. to guard him cylinder 29, saw basis 30, rubber base plate 30 ', steel loop 31, girt 32, saw roof 33, rock support pier 34, pile foundation support pier or cushion cap 34 ', road both sides upright post basic 35, basement rock 36, steel sole plate 37, triangular support 37 ', arch springing K type horizontal support 38, original path 39, acoustic(al)absorbent 40, acoustic(al)absorbent support 41, folder film glass 42, arc liner 43, elastic bracket 44, bridle iron 45, frame 46, steel column 47, steel column wing 48, recessed formula flowerpot 49, frame 50, oblique parking stall 51, oblique line signal 51 ', emergent dodging is with 52, feed pipe 53, tapping pipe 54, U-shaped card 55, pre-embedded bolt 56, booth 57, Cantilever Type Steel organ timbering 57 ', coverlay 58, spool 59, pond 60, flowerpot 61, nut 62, screw 62 ', organ timbering crossbeam 63, steel purlin 64, arch truss 65, pressing plate 66, magic tape 67 and barricade 68, described foundational system is comprised of pile foundation 12 and support pier 34 ' or basement rock 36 and support pier 34, load passes to supporting course by support pier 34 ' and the pile foundation 12 of pile foundation, for the more shallow intensity of buried depth, very high solid rock ground directly is installed in support pier 34 on the lithosphere step of finishing, load is directly passed to basement rock 36 by support pier 34 and bears, support pier 34 and 34 ' is rectangular configuration, be arranged on below road surface, road both sides and the arch rib 4 corresponding positions of span, parallel to each other and symmetrical, support pier 34 and 34 ' is met the top of the one side of arch springing 10 and is made the inclined-plane consistent with arch springing 10 horizontal sextant angles, and with arch springing 10, is connected by inclined-plane pre-embedded bolt 56, and support pier 34 and 34 ' thickness and steel content are according to the load requirement setting, described arch rib 4 is bent into predetermined curve on request by the multistage steel pipe, then segmentation is to being connected into the curve of certain rise ratio, be installed in parallel in support pier 34 or 34 corresponding to road both sides ' on inclined-plane pre-embedded bolt 56, arch rib 4 is crossed over the minimum distance for sunlight space, reduces resident family's vision sense of depression and ensures that bottom is current unaffected, arch springing 10 bolt of lower base borehole jacks are entered in support pier 34 and 34 ' pre-embedded bolt 56 with nut 62 to tighten by protective treatment and with the high performance concrete cast, make the support pier inclined-plane become the rectangle with support pier 34 and 34 ' one again, avoid arch springing 10 to be subject to the gentle erosion of underground water, arch rib 4 on the support pier 34 directly arranged at basement rock 36 does not need to install chord member 9 and ground tackle 9 ', and its thrust is provided by the solid rock layer, be arranged on the concentric hole that 4 liang of arch springings of arch rib, the 10 appropriate location processing on pile foundation 12 support piers 34 ' are passed for chord member 9, the hole outer face is equipped with the concentric ground tackle 9 ' of hole for the stretch-draw chord member, chord member 9 is passed through to two ends arch springing 10 and ground tackle 9 ' hole, after being applied to certain prestressed stretch-draw, chord member 9 use ground tackle 9 ' by its locking, the load that arch rib 4 bears shows as through arch springing 10 the equal horizontal thrust balance of opposite direction stress that horizontal thrust is provided by prestressing force chord member 9, so arch rib 4 can not produce obvious moment of flexure and possess high anti-compression property, arch springing 10 is consistent with arch rib 4 external diameters, when load is very large, through checking computations arch springing 10 (place below 1/4 of about arch rib 4, lower same), is subject to other arch rib section of force rate large, the arch springing corresponding amplification of 10 size and tube wall is thickened, to improve compression strength, adopt the curve arch rib of a large diameter steel pipe or the many synthetic triangles of steel pipe, rectangle, shaped double tube or trapezoid cross sections, in its pipe, fill with high performance concrete, the lateral stability of considering parallel two Pin arch ribs 4 does not hinder again automobile current, at vault 13 and 10 parts of the arch springing below road surface, the horizontal horizontal support 13 ' in 1-20 road and 38 are set respectively, horizontal support 13 ' becomes K shape, H shape, X-shaped or N shape structure with 38 use pipes or shaped steel combination, to meet the different lotuses that lateral stability and wind carries, asks, for parking tier plate body on supporting arch, except the gooseneck 26 by suspension rod 5 and 5 ' support in arch rib 4 span scopes is born, parking tier plate body load outside arch rib 4 span scopes is by two columns 23 on the arch that is installed in arch rib 4 bow sections, the column 23 ' of road both sides is born and is transmitted, on arch, two columns 23 bottoms are arranged on the upper two Upright post bases 22 of arch, on arch, two Upright post base 22 lower shapes are identical and firm by solder bond with the arch rib 4 bow section curves of corresponding site, two Upright post bases 22 tops are the horizontal plane structure, being convenient to upper two column 23 vertical weldings of arch installs, on arch, two columns 23 are provided with two columns arranged side by side along arch rib 4 span directions, be provided with multiple tracks horizontal brace bar 24 between two column levels arranged side by side, to increase the stability of the upper two columns 23 of arch, road two heel posts 23 ' are open side type, by upright post basic 35 loads that are arranged on below ground, the arch rib lower edge 4 ' segment distance of being separated by is installed the lug 11 of hollow wall thickness, and suspension rod 5 and 5 ' upper end are stretched in lug 11 holes and be anchored, suspension rod 5 and 5 ' adopts the cable wire flexible suspension rod, or employing large-diameter and high-strength reinforcing bar or shaped steel rigid hanger, suspension rod 5 in the corresponding lug 11 of two Pin arch ribs 4 and 5 ' lower end respectively through gooseneck 26 long to two ends, and to being provided with ground tackle 20 (being ground tackle for flexible suspension rod, is anchor slab for rigid hanger) at the bottom of two end carriages, will after suspension rod 5 and the certain prestressing force of 5 ' stretch-draw, lock gooseneck 26 is long, outer steel pipe before flexible suspension rod locking, protected being full of the cement mortar sealing in steel pipe after locking, after rigid hanger locking, takes the surface spraying anticorrosive paint to be wound around water blocking tape outward and protected, by the corresponding suspension rod 5 or 5 of two Pin arch ribs 4 ' gooseneck 26 that supports in arch rib 4 rise scopes, can arrange many group different level aspects multi-layer sheet body structure form, for original path and lower floor provide enough passage space, by suspension rod 5 or 5 ' length of the gooseneck 26 that supports has arch 19 in 1-20 to cross section, be provided with the support pier 15 with little interior arch between adjacent interior arch 19, gooseneck 26 length are equipped with interior chord of arch bar ground tackle 14 ' to two ends, by internal chord of arch bar 14 (for rigidity), when stress application makes gooseneck 26 be subject to vertical load in advance, its horizontal thrust is provided by interior chord of arch bar 14, can not produce large moment of flexure and the excessive situation of deflection deformation occurs, in a plurality of sizes, arch 19 and 15 has been saved the materials of gooseneck 26 and has alleviated deadweight simultaneously, make domes in arch rib 4 span directions and laterally (gooseneck 26 long to) all be arch force structure form, gooseneck 26 is set to odd number, installs (welding) 3-30 root steel secondary beam 26 ' between vertical steel crossbeam 26, and with gooseneck 26 end face levels, to strengthen stability and the intensity of gooseneck 26, described shutdown system 6 is comprised of parking tier plate body and auxiliary equipment two parts, in arch rib 4 span scopes, colligation deformed bar, casting concrete form with two Pin arch rib 4 horizontal spacings and are no more than the concrete flaggy 16 of 30cm with the thickness of wide and predetermined length along road length to the built formwork and after gooseneck 26, steel secondary beam 26 ' back level, on concrete flaggy 16, laying water-proof coiled material, as watertight composition 17, re-lays asphalt surface course 18 and composition parking tier plate body on watertight composition 17, on the first built formwork of part and arch after the steel reinforced concrete combination crossbeam 21 top surface of the beam levels of twin columns 23 and road two heel posts 23 ', by above-mentioned engineering method, be made into continuous thin-and-long thin board type parking tier plate body beyond arch rib 4 spans, parking tier plate body Yan Changxiang center reserves the one fixed width runway for the vehicle two way, the runway both sides are provided with along the long oblique parking stall 51 to 30 ° of axis angles, vehicle only needs while arriving parking stall to sail into and can stop by oblique line 51 ' signal, by oblique line 51 ' signal, pours out and can sail out of, separated by a distancely on the parking stall, both sides shifted to install in opposite directions emergent dodging and be with 52, emergent dodge with 52 only for automobile turn around, the emergent double passage of fleeing from place of dodging under the upper lower channel of saw personnel and emergency, reserved the rectangle hole of 1-10 not intercommunication between adjacent parking stall when casting concrete laminate 16, the recessed formula flowerpot 49 of auxiliary equipment is in just setting-in enters, parking tier plate body bottom surface certain size is exposed in recessed formula flowerpot 49 bottoms, recessed formula flowerpot 49 end face surroundings are shaped with the frame 50 that level is protruded, and with the recessed formula flowerpot 49 of holding after setting-in, do not come off, recessed formula flowerpot 49 depths of groove be take can meet the required earth bed thickness of short Tree growth as suitable, the evergreen arbor of the interior plantation of recessed formula flowerpot 49 or bushes, as the parking stall separator bar, frame 50 thickness are no more than sedan door bottom and ground interplanar distance, while avoiding car door opening, collide, the frame 50 that simultaneously level is protruded doubles as again the parking control line and prevents that green plants from being rolled, grazing when preventing adjacent two car car door opening, and the low dwarf tree of flowerpot 49 interior plantations highly surpasses height at the bottom of car door, the armored concrete shock resistance guardrail 7 of auxiliary equipment is along the elongated installation to both sides of parking tier plate body length, its geometry is that slightly wide top, the end slightly narrow and positive (inwardly for positive) has radian, the back side (being outwards the back side) and parking tier plate body edge-perpendicular, highly be no more than 1.0 meters, length (along parking tier plate body length to axis) is greater than more than 0.4 meter, be provided with the straight-through cavity of arch along long to axis in base, the steel sole plate 37 of the pre-buried 2-5 in a bottom rectangle bolt hole so as with shock resistance guardrail 7 Fast Installation, positive suitable radian diffusion instantaneous vehicle impulsive contact force, prevent or reduce automobile and go out lugs, shock resistance guardrail 7 tops near the back side by steel pipe support 7 " elongatedly install the seam crossing that 7 ', two of steel pipes of contact contact steel pipe, 7 ' docking locations are not located at two shock resistance guardrails 7, in order to globality and the resistance to capsizing of enhancing shock resistance guardrail 7, shock resistance guardrail 7 tops are that acoustic(al)absorbent 40, Lower Half be add vertical rectangular noise barrier 8 that film glass 42 form with radian along length to the first half is installed near inner face, be provided with steel column 47 as supporting between every two fan noise barriers 8, steel column 47 bottoms are bolted on bridle iron 45, with together with the concreting of the bridle iron 45 of dowel and shock resistance railing 7 and elongated setting, the arc of noise barrier 8 Lower Halves adds film glass 42 peripheries and all adopts non-corrosive metal edge frame 46 to protect, nonmetallic arc liner 43 is close at film glass 42 back sides that add with frame 46, arc liner 43 is installed in again on arc elastic carriage 44, elastic bracket 44 is alleviated vibration energy, improve the working environment of folder film glass 42, elastic bracket 44 bottoms are fixed by bolts in bridle iron 45, lower rear approximately 1/4 place is fixed on the contact steel pipe 7 ' on shock resistance guardrail 7 tops by U-shaped card 55, vertical both sides frame 50 use screws 62 ' are fixing along steel column wing 48, form the elongated fixed structure of vertical double-deck flank, noise barrier 8 first half acoustic(al)absorbents 40 stick with glue the bonding venetian blind type hole that seals the metallic plate matrix of agent, reach damping filtering noise effect, metallic plate both sides and steel column wing 48 are vertical fixing with screw 62 ', on the acoustic(al)absorbent support 41 of the back side near arc, acoustic(al)absorbent support 41 and elastic bracket 44 be made as one by elastic support 44 provide stablize affixed, the ring road that sails Tiered paking device into is arranged on community and public way intersection, or be arranged on the spacious a little appropriate location such as square, community, playground, man-made lake, edge wall with the built on stilts porch, two layers of track of introducing of single T shape column, three layers of ring road by two layers of ring road in the annular that the diverges access that extends midway, by that analogy, ring road and runway are two-way runway structure, and use in the automobile that the enters lugs Cong Yuan road that need turn around, its ring road as rich as the place, community and runway are made as single-track car line, and automobile sails into from an end, from the other end, rolls away from, does not need to turn around, described saw 27 is installed in emergent the dodging of parking tier plate body and is with 52 sides to specialize in the upper and lower use of personnel, vertically be installed on steel central tube 28 in the middle of saw 27, mark time 27 ' along spiral welded winding stair around central tube 28, central tube 28 bottom weldings have and are greater than the steel sole plate 37 of going along with sb. to guard him cylinder 29 diameters and are greater than central tube 28 diameters and go along with sb. to guard him two of cylinder 29 diameters and enclose bolts hole and be connected with the pre-embedded bolt 56 in saw basis 30 along steel sole plate 37 circumference preborings, central tube 28 separately is welded with 3-15 piece triangular support 37 ' to strengthen the vertical stability of central tube 28 with steel sole plate 37 junctions, going along with sb. to guard him cylinder 29 tops exceeds the flower nursery height and is provided with roof system 33 (what booth was arranged should exceed the booth heights of roofs), the use that playing keeps off the rain keeps away snow, bottom embeds in the groove of the rubber base plate 30 ' that is fixed on steel sole plate 37 end faces, go along with sb. to guard him cylinder 29 vertically in ground, each layer of parking tier plate body, laminate 16 ' corresponding absolute altitude place in flower nursery respectively arranges a manhole for personnel's turnover, and (except the door opening of ground) installs the both sides tangent connection corresponding with going along with sb. to guard him cylinder 29 of two pull bars 32 in the door opening both sides, going along with sb. to guard him cylinder 29 corresponding pull bar 32 absolute altitude places is provided with inside and outside steel loop 31 and is mutually compressed through blooming glass hole along going along with sb. to guard him cylinder 29 circumference by a plurality of bolts, inside and outside steel loop 31 with go along with sb. to guard him cylinder 29 contact-making surfaces and prevent the inhomogeneous and damage glass of local pressure with the rubber strip liner, each pull bar 32 1 end connects with the wherein corresponding bolt of going along with sb. to guard him cylinder 29 1 side steel loop 31 tangent positions, the other end and concrete flaggy 16, the pre-embedded bolt 56 of flower nursery flaggy 16 ' relevant position connects, play the stable effect of going along with sb. to guard him cylinder 29, winding stair is marked time, and 27 ' bottom separately is provided with bearing diagonal and central tube 28 welds, strengthen mark time 27 ' stability of winding stair, the outside is from going along with sb. to guard him cylinder 29 inwall minim gaps, make upper and lower saw 27 not face empty sensation, consider that habituation still arranges handrail easy for going up and down for personnel, in case of emergency personnel can hightail from saw 27 simultaneously, the flower nursery flaggy 16 ' in described flower nursery 3 is the continuous thin-and-long thin plate elongated with the parking tier plate body on steel reinforced concrete combination beam 25 end faces that are erected at two columns 23, road two heel posts 23 ' on arch rib end face, arch, that width is consistent, thickness is not more than 30cm, the warmhouse booth 57 that flaggy 16 ' end face in flower nursery is provided with pond 60, flowerpot 61 and sets up as required, single pond 60 and flowerpot 61 areas are unsuitable excessive, and flowerpot 61 degree of depth be take and met short plant growth soil thickness as appropriate, flower nursery flaggy 16 ' leaves 25% above area as pedestrian, maintenance, the use of viewing and admiring passage, and the unsuitable gardenful earthing formula plantation of the plant in flower nursery 3, to reduce beam, plate, post load, be conducive to antidetonation, flaggy 16 ' edge in flower nursery is provided with guardrail 2, guardrail 2 adopts metal or concrete to make ornamental modeling structure, it is upper that metal guardrail 2 directly is fixed on flower nursery flaggy 16 ' by pre-embedded bolt 56, and concrete guardrail 2 is welded and fixed by embedded iron parts and 16 ', be provided with Cantilever Type Steel organ timbering 57 ' in order to support arch truss 65 along guardrail 2 surrounding axis, arch truss 65 domed-face adopt transparent tough and tensile artificial membrane as the covering and heat insulating layer, Cantilever Type Steel organ timbering 57 ' is fixing by four steel bases with upper bolt hole and flower nursery flaggy 16 ' pre-embedded bolt 56, coverlay 58 along booth 57 long to a side by pressing plate 66, be fixed on Cantilever Type Steel organ timbering 57 ' root guardrail 2 flower nursery, outside flaggies 16 ', opposite side is bonded on a spool 59 slightly longer than individual coverlay 58 width by magic tape 67, spool 59 is long parallel to axis with booth 57, manually-operated can be done laterally to roll along arch truss 65 domed-face, overlapping certain size when adjacent two coverlays 58 are installed, coverlay 58 is first all rolled up on spool 59, spool 59 is unreeled gradually and makes coverlay 58 launch progressively to cover booth 57 along arch truss 65 domed-face to prevent the sleet invasion and attack in order to insulation, along arch truss 65 domed-face rolling spool 59 rollings, make coverlay 58 progressively wind up on spool 59 and then open coverlay 58 to reach the ventilative heat radiation function of booth 57, coverlay 58 all adopts magic tape 67 bonding with arch truss 65 domed-face, coverlay 58 overlappings, be provided with the concrete guard wall slightly shorter than guardrail 2 68 to both sides of the edge along flower nursery flaggy 16 ' is long, the ditch shape that between barricade 68 and guardrail 2,2% gradient formed on bottom is beneficial to and flower nursery 3 rainwater or residual water are collected to tapping pipe 54 gets rid of and security protection when spool 59 and coverlay pressing plate 66 are operated is provided, vegetation 1 is the evergreen arbor of many kinds or shrub, and suitably is aided with Perennial Flowers, and reaching the four seasons has ornamental value and vegetation effect, introducing feed pipe 53 eaves along the flaggy 16 ' of the up lap-ups of column 23 ' garden from the suitable contact in community, to nearest pond 60, installs threeways by feed pipe 53 flowers and trees is watered in water 3 arbitrfary points to flower nursery that extend, laying a tapping pipe 54 every a segment distance along column 23 ' collects tapping pipe 54 by the rainwater of flower nursery 3 and each layer of parking tier plate body or residual water and is delivered to subsoil drain and discharges.

Claims (1)

1. a multi-arch multilayer plant-separation type parking device, overall structure is by foundational system, arch rib, shutdown system, saw and flower nursery five parts form, and comprise vegetation, guardrail, flower nursery, arch rib, the arch rib lower edge, two layers of suspension rod, three layers of suspension rod, shutdown system, the shock resistance guardrail, link steel pipe, steel pipe support, the noise barrier, chord member, the chord member ground tackle, arch springing, lug, pile foundation, vault, vault K type horizontal support, interior chord of arch bar, interior chord of arch bar ground tackle, interior arch brace pier, the concrete flaggy, the flower nursery flaggy, watertight composition, asphalt concrete pavement, interior arch, the suspension rod ground tackle, the steel reinforced concrete combination beam, two Upright post bases on arch, two columns on arch, road two heel posts, two upright horizontal struts on arch, top layer steel reinforced concrete combination beam, gooseneck, the steel secondary beam, saw, winding stair is marked time, central tube, go along with sb. to guard him cylinder, the saw basis, go along with sb. to guard him a rubber base plate, steel loop, girt, the saw roof, the rock support pier, pile foundation support pier or cushion cap, road both sides upright post basic, basement rock, steel sole plate, triangular support, arch springing K type horizontal support, original path, acoustic(al)absorbent, the acoustic(al)absorbent support, the folder film glass, the arc liner, elastic bracket, bridle iron, frame, steel column, the steel column wing, folder film glass base, recessed formula flowerpot, frame, oblique parking stall, the oblique line signal, the emergent band of dodging, feed pipe, tapping pipe, U-shaped card, pre-embedded bolt, booth, the Cantilever Type Steel organ timbering, coverlay, spool, pond, nut, screw, the organ timbering crossbeam, steel purlin, arch truss, pressing plate, magic tape and barricade, it is characterized in that steel tube bending is become to the curvilinear structures form and fill with concrete in pipe, become multi-arch multilayer plant-separation type parking device, described foundational system is comprised of pile foundation, basement rock and support pier or cushion cap, load passes to supporting course by support pier and the pile foundation of pile foundation, support pier is installed on the lithosphere step, load is directly passed to basement rock by support pier and bears, and the support pier of rectangular configuration is arranged on below road surface, road both sides and the corresponding position of arch rib span, parallel to each other and symmetrical, support pier is met the one side top of arch springing and is made the inclined-plane consistent with the arch springing horizontal sextant angle, and is connected with arch springing by the inclined-plane pre-embedded bolt, and support pier thickness and steel content are selected according to load requirement, described arch rib becomes curvilinear structures by the multistage steel tube bending, then segmentation is installed in parallel on corresponding support pier inclined-plane pre-embedded bolt being connected into curve-like, arch springing bolt of lower base borehole jack is entered in the support pier pre-embedded bolt with after nut screwing clamping, making the support pier inclined-plane become the rectangle with the support pier one with pouring concrete again, arch rib two arch springings that are arranged on support pier are provided with the concentric hole passed for chord member, the hole outer face is equipped with the concentric ground tackle of hole for the stretch-draw chord member, chord member passes through two ends arch springing and ground tackle hole, with ground tackle, it is locked after chord member is applied to prestressed stretch-draw, adopt one or more steel pipe to synthesize the curve arch rib of triangle, rectangle, shaped double tube or trapezoid cross section, fill with concrete in steel pipe, at vault and the arch springing position below road surface, the horizontal horizontal support in 1-20 road is set respectively, horizontal support becomes K shape, H shape, X-shaped or N shape structure with pipe or shaped steel combination, on arch, two columns bottom is arranged on the upper two Upright post bases of arch, on arch, two Upright post base lower shapes are identical and firm by solder bond with the arch rib bow section curve of corresponding site, two Upright post bases top is the horizontal plane structure, on arch, two columns are that two root posts are set up in parallel along arch rib span direction, between two columns, 1-20 road singletree is set on two arches arranged side by side, road two heel posts are open side type, the arch rib lower edge segment distance of being separated by is provided with the lug of hollow wall thickness, and the suspension rod upper end is stretched in the lug hole and is anchored, suspension rod adopts cable wire flexible suspension rod or reinforcing bar or shaped steel rigid hanger, the suspension rod lower end in the corresponding lug of two Pin arch ribs respectively through gooseneck length to two ends, and will after suspension rod stretch-draw, lock to being provided with ground tackle at the bottom of two end carriages in gooseneck length, outer steel pipe before flexible suspension rod locking, be full of cement mortar in steel pipe, after rigid hanger locking, its surface spraying anticorrosive paint is wound around water blocking tape outward, the gooseneck length that suspension rod supports is shaped with arch in 1-20 to cross section, between adjacent interior arch, be provided with the support pier with little interior arch, and gooseneck length is equipped with interior chord of arch bar ground tackle to two ends, gooseneck is odd number, is welded with 3-30 root steel secondary beam and gooseneck end face level between the vertical steel crossbeam, described shutdown system is comprised of parking tier plate body and auxiliary equipment, in the arch rib span scope along road length to the built formwork with gooseneck, steel time top surface of the beam colligation deformed bar with casting concrete forms and two Pin arch rib horizontal spacings are no more than the concrete flaggy of 30cm with the thickness of wide and predetermined length, lay watertight composition above the concrete flaggy, re-lay asphalt concrete pavement or asphalt surface course above watertight composition and form the parking tier plate body, after the steel reinforced concrete combination crossbeam top surface of the beam level of twin columns and road two heel posts, make the parking tier plate body that forms continuous long and narrow sheet form on taking first built formwork and encircle outside the arch rib span scope, parking tier plate body Yan Changxiang center reserves runway for the vehicle two way, and the runway both sides are provided with along the long oblique parking stall to 30 ° of axis angles, the spacing of being separated by the parking stall, both sides has shifted to install the emergent band of dodging in opposite directions, reserve 1-10 the rectangle hole do not communicated between adjacent parking stall when the casting concrete flaggy, the recessed formula flowerpot of auxiliary equipment is flush-mounted in hole, the bottom surface that the parking tier plate body is exposed in recessed formula flowerpot bottom, recessed formula flowerpot end face surrounding is shaped with the recessed formula flowerpot that frame that level protrudes holds after setting-in and does not come off, planting or plant is set in recessed formula flowerpot is the parking stall separator bar, seal ring thickness is no more than sedan door bottom with the ground interplanar distance in order to avoid collides during car door opening, the frame that level is protruded doubles as the parking control line and prevents that plant from being rolled, and the plant height in recessed formula flowerpot is 0.5-2m, the armored concrete shock resistance guardrail of auxiliary equipment is along the elongated installation to both sides of parking tier plate body length, its geometry is that bottom width is pushed up narrow and to inner face, radian arranged, to the outside with parking tier plate body edge-perpendicular, highly be no more than 1.0 meters, the length of length along parking tier plate body length to axis is greater than 0.4 meter, be provided with the straight-through cavity of arch along long to axis in base, the steel sole plate of the pre-buried 2-5 in a bottom rectangle bolt hole and the fixed installation of shock resistance guardrail, the close back side, shock resistance guardrail top is by the elongated contact steel pipe of installing of steel pipe support, two contact steel pipe docking locations are avoided the seam crossing of two shock resistance guardrails, shock resistance guardrail top is that acoustic(al)absorbent, Lower Half be add film glass form vertical rectangular noise barrier with radian along length to the first half is installed near inner face, being provided with steel column between every two fan noise barriers supports, the steel column bottom is bolted on bridle iron, with together with the concreting of the bridle iron of dowel and shock resistance railing and elongated setting, the arc blooming glass periphery of noise barrier Lower Half is non-corrosive metal edge frame structure, be close to nonmetallic arc liner with the blooming glass back of frame, the arc liner is arranged in the arc elastic carriage to alleviate vibration energy, the elastic bracket bottom is fixed by bolts in bridle iron, lower rear 1/4 place fastens on the contact steel pipe on shock resistance guardrail top by U-shaped, vertical both sides frame is fixed along the steel column wing with screw, forms the elongated fixed structure of vertical double-deck flank, noise barrier first half acoustic(al)absorbent sticks with glue the bonding venetian blind type hole that seals the metallic plate matrix of agent, the metallic plate back side vertically is screwed near acoustic(al)absorbent support both sides and the steel column wing of arc, and it is affixed by elastic support that acoustic(al)absorbent support and elastic bracket are made as one, the ring road that sails lugs into is arranged on surface road intersection with the built on stilts porch, two layers of track of introducing of T shape column, three layers of ring road by two layers of ring road in the annular that the diverges access that extends midway, by that analogy, described saw is arranged on the emergent band side of dodging of parking tier plate body, vertically be provided with the steel central tube in the middle of saw, being connected to winding stair along its spiral welding on every side marks time, the central tube bottom welding have be greater than go along with sb. to guard him a diameter steel base plate and along steel sole plate circumference preboring be greater than the central tube diameter with go along with sb. to guard him a diameter two the circle bolts hole with the pre-embedded bolt in the saw basis, be connected, central tube and steel sole plate junction separately are welded with 3-15 piece triangular support steel plate, going along with sb. to guard him a top exceeds flower nursery and is provided with roof system, bottom embeds and is fixed in the rubber base plate groove of steel sole plate end face, go along with sb. to guard him a vertical and ground, each layer of parking tier plate body, the corresponding absolute altitude of flower nursery flaggy place respectively arranges a manhole, the both sides tangent connection corresponding with going along with sb. to guard him cylinder of two pull bars all installed in other door opening both sides except ground, going along with sb. to guard him cylinder corresponding pull bar absolute altitude place is provided with inside and outside steel loop and is mutually compressed through blooming glass hole along going along with sb. to guard him a circumference by a plurality of bolts, inside and outside steel loop with go along with sb. to guard him contact-making surface rubber strip liner, each pull bar one end connects with the wherein corresponding bolt of going along with sb. to guard him the cylinder one tangent position of side steel loop, the other end and concrete slab, the pre-embedded bolt of flaggy relevant position, flower nursery connects, winding stair mark time inboard and central tube welding, winding stair is marked time, and the end, be provided with bearing diagonal and central tube welds, gap is left from going along with sb. to guard him an inwall in the outside, described flower nursery is that the waterproof armoured concrete slab that is not more than 30cm along the elongated cast thickness of parking tier plate body in arch rib end face level forms the flower nursery flaggy, flower nursery flaggy end face is provided with pond, recessed formula flowerpot, supply and discharge water pipe, and along flower nursery flaggy surrounding, apart from edge, 0.5 meter is provided with guardrail and warmhouse booth and flower nursery, guardrail is that metal or concrete are made ornamental modeling structure, and the metal guardrail is fixed on the flaggy of flower nursery by pre-embedded bolt, and concrete guardrail is welded and fixed by embedded iron parts and flower nursery flaggy ironware, be provided with the Cantilever Type Steel organ timbering in order to support arch truss with the elongated compartment of guardrail coaxial line, the arch truss dome is shaped with transparent coverlay, the Cantilever Type Steel organ timbering replaces the vertical skeleton of guardrail, and fix by the steel base and the flower nursery flaggy pre-embedded bolt that are shaped with bolt hole, be anchored and be connected with the metal guardrail of coaxial line along its underpart between the Cantilever Type Steel organ timbering of surrounding axis, top is provided with one organ timbering crossbeam and is anchored, the steel purlin made with 3-30 root steel pipe or shaped steel between adjacent arch truss is vertical be anchored and with arch truss domed-face level, coverlay along warmhouse booth length to a side by pressing plate, be fixed on the flaggy of flower nursery, the Cantilever Type Steel organ timbering root guardrail outside, opposite side is bonded on the spool that its length is slightly larger than individual coverlay width by magic tape, spool is parallel to axis with warmhouse booth length, coverlay is rolled up on spool, individual coverlay width is corresponding with the arch truss spacing, with arch truss dome contact-making surface, adopt magic tape to paste, the coverlay overlapping is that magic tape is bonding, the flower nursery flaggy has been built concrete guard wall along long to both sides of the edge, makes acclive ditch shape between barricade and guardrail.

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