CN106930571A - A kind of assembled stereoscopic structure plant and its construction method - Google Patents
A kind of assembled stereoscopic structure plant and its construction method Download PDFInfo
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- CN106930571A CN106930571A CN201710056269.5A CN201710056269A CN106930571A CN 106930571 A CN106930571 A CN 106930571A CN 201710056269 A CN201710056269 A CN 201710056269A CN 106930571 A CN106930571 A CN 106930571A
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- Prior art keywords
- column
- roof truss
- basis
- agent structure
- connecting plate
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H5/00—Buildings or groups of buildings for industrial or agricultural purposes
- E04H5/08—Buildings or groups of buildings for agricultural purposes
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- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01K—ANIMAL HUSBANDRY; CARE OF BIRDS, FISHES, INSECTS; FISHING; REARING OR BREEDING ANIMALS, NOT OTHERWISE PROVIDED FOR; NEW BREEDS OF ANIMALS
- A01K1/00—Housing animals; Equipment therefor
- A01K1/0047—Air-conditioning, e.g. ventilation, of animal housings
- A01K1/0064—Construction of air inlets or outlets in walls
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01K—ANIMAL HUSBANDRY; CARE OF BIRDS, FISHES, INSECTS; FISHING; REARING OR BREEDING ANIMALS, NOT OTHERWISE PROVIDED FOR; NEW BREEDS OF ANIMALS
- A01K1/00—Housing animals; Equipment therefor
- A01K1/02—Pigsties; Dog-kennels; Rabbit-hutches or the like
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01K—ANIMAL HUSBANDRY; CARE OF BIRDS, FISHES, INSECTS; FISHING; REARING OR BREEDING ANIMALS, NOT OTHERWISE PROVIDED FOR; NEW BREEDS OF ANIMALS
- A01K31/00—Housing birds
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B1/5806—Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2409—Hooks, dovetails or other interlocking connections
- E04B2001/2412—Keyhole connections
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2448—Connections between open section profiles
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2463—Connections to foundations
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2466—Details of the elongated load-supporting parts
Abstract
The present invention is a kind of assembled stereoscopic structure plant and its construction method, and wherein assembled stereoscopic structure plant includes subjective basis, agent structure skeleton, roof truss and the building enclosure being connected on the outside of agent structure skeleton and roof truss；Outside roof truss both sides, positioned at the top of agent structure skeleton purlin is equipped with along longitudinal direction is elongated；Agent structure skeleton and roof truss are the light steel prefabricated components of cold steel thin-walled and are formed by connecting；Between the waste material of between agent structure skeleton is divided into the cultivation on top by middle interlayer and bottom is received；On middle interlayer, be interval with connection cultivation between and waste material receive between straight joint；Waste material receive between in be interval with one group of tabula gear and one group of mediastinum gear, tabula gear and mediastinum gear by waste material receive between be separated into some waste materials receive between it is single.All using light steel prefabricated components, all components are formed structure in the present invention in assemble in site, are connected using connector, have the advantages that easy assembling, Stability Analysis of Structures, house component replacement is easy to maintenance, recovery utilization rate is high.
Description
Technical field
The present invention relates to a kind of assembled stereoscopic structure plant and its construction method.
Background technology
China's aquaculture gross output value accounts for the 48% of the general production value of agriculture, with critical role.By taking pig industry as an example, pork is made
It is the important non-staple food concerning national economy, the half of the country of China's meat production is support always.Pork yield is accounted within 2014
To the 66.4% of livestock and poultry meat production.2014 and the live pig amount of delivering for sale in 2015 have respectively reached 735,100,000,708,250,000.
So under the huge cultivation scale of construction, breeding waste and extremely raise dead fowl and deal with improperly and bring serious problem of environmental pollution.According to
Measuring and calculating, delivers the scale pig farm of 100,000 year for sale, every year about 25000 tons of solid manures of output and 54000 cubic metres of urines, converts into
COD6950 tons, 650 tons of total nitrogen, 100 tons of total phosphorus, while per hour to 1,500,000,000 bacteriums of airborne release, 1589kgNH3、
14.5kgH2S, 25.9kg feed dust, to atmosphere pollution radius up to 4.5~5km.300,000 tons of sewage are discharged on pig farm every year, if
Wastewater from pig farm is discharged without treatment, directly, can be by 300~600km around in 1 year2Water body constitute pollution, in 3 years be structure
Into severe contamination.China's aquaculture is just changed from traditional decentralized to the modern intensive type mode of production, to adapt to scale, factory
Change pig raising technology system, the demand of production technology, modern architecture equipment and mounting technology are constantly applied, assembled plant
Application can accelerate construction speed, propulsion aquaculture develops on a large scale.
It is the not science of plant's ventilating system, unreasonable, Production of Livestock and Poultry environment can be caused to be deteriorated, the incidence of disease increases and raw
The decline of force of labor level, so in design-and-build assembled plant, being contemplated that the setting of ventilating system.
The content of the invention
It is an object of the invention to provide a kind of assembled stereoscopic structure plant and its construction method, traditional cultivation is solved
The unreasonable environmental pollution of offal treatment is serious and plant's Design of Ventilation System not science cause the livestock and poultry incidence of disease to increase,
The technical problem of low productivity.
To achieve the above object, the present invention is adopted the following technical scheme that.
A kind of assembled stereoscopic structure plant, includes subjective basis, agent structure skeleton, roof truss and is connected to body junction
Building enclosure on the outside of structure skeleton and roof truss；Along longitudinal elongated outside the roof truss both sides, positioned at the top of agent structure skeleton
It is equipped with purlin；The agent structure skeleton and roof truss are the light steel prefabricated components of cold steel thin-walled and are formed by connecting；The body junction
Between the waste material of between structure skeleton is divided into the cultivation on top by middle interlayer and bottom is received；On the middle interlayer, it is interval with to connect and supports
Straight joint between growing and between waste material storage；In between the waste material storage, one group of tabula gear and one group of mediastinum gear are interval with, one group horizontal
Barrier and one group of mediastinum gear by waste material receive between be separated into some waste materials receive between unit；The roof truss is connected to agent structure bone
The top of frame, is formed by the symmetrically arranged roof truss unit spliced of two panels；The roof truss unit include be obliquely installed top boom,
Horizontally disposed lower boom, the web member of the bottom for being connected to top boom and the side end of lower boom one and be connected to top boom middle part
With the diagonal brace of lower boom opposite side；Beyond lower boom bottom surface and leave spacing between lower boom bottom surface in the bottom of the web member；
The diagonal brace is made up of tilting section and perpendicular section, and top boom is divided into epimere and hypomere by the tilting section of diagonal brace；The inclination of the diagonal brace
Section is symmetrical arranged with the hypomere of top boom, and the partial symmetry that perpendicular section and the web member of diagonal brace are located at more than lower boom is set；Under described
Lateral surface of the end of chord member opposite side beyond the perpendicular section of diagonal brace；The free end of the top boom is provided with the first vertical connecting plate, under
Chord member free end is provided with the second vertical connecting plate, and web member bottom is provided with horizontal connecting plate；The top boom of two panels roof truss unit passes through
First vertical connecting plate connection, the lower boom of two panels roof truss unit is connected by the second vertical connecting plate；Roof truss unit and main body
Connected by horizontal connecting plate between structural framework；Between the top of the agent structure skeleton and lower boom, it is close to and goes along with sb. to guard him knot
VMC is installed at structure position, and agent structure skeleton top and lower boom between, along being longitudinally arranged on ventilation strip；Institute
State waste material receive between bottom, correspondence is provided with the building enclosure of VMC side and is provided with ventilating opening；The ventilation strip is determined
To blowing downwards, air-flow passes sequentially through the ventilating opening of bottom between straight joint, waste material storage on middle interlayer, realizes the air between cultivation
Circulation.
Preferably, the subjective basis are independent column foundation, and wall long axis arranged for interval is indulged along the design of plant both sides,
And the subjective basis of plant both sides are corresponded；Arranged for interval has additional between the plant both sides, adjacent body basis
Basis；Cross wall long axis are designed at the two ends of the plant, edge, and also arranged for interval has additional basis；The additional basis are independent
Column foundation, is embedded with reservation member at the top of additional basis.
Preferably, the agent structure skeleton includes column, longeron, crossbeam, longitudinal fence and horizontal fence；It is described vertical
Post is correspondingly arranged with subjective basis, is connected to the top of subjective basis；The longeron is connected between longitudinally adjacent two root posts,
Near column middle position；The inner side that the crossbeam is connected to laterally adjacent two root posts is concordant with vertical depth of beam；Institute
State longitudinal fence to be connected between longitudinally adjacent column, be connected at the top of longitudinal fence on longeron bottom surface；The horizontal fence
It is connected between the laterally adjacent column of end, horizontal fence top is connected on crossbeam bottom surface.
Preferably, the middle interlayer is spliced by the precast concrete hollow lath for being provided with straight joint；The concrete is empty
Heart batten is arranged on crossbeam, and the gap parallel with straight joint is left between adjacent concrete hollow lath.
Preferably, the tabula gear and horizontal fence are rectangular latticed, including cross bar and the first montant；Described first
Connected by more logical jointings between reservation member between montant and cross bar, at the top of the first montant and additional basis, and
Connected by pin between cross bar and more logical jointing, between the first montant and more logical jointing；The mediastinum keeps off and vertical
It is rectangular latticed to fence, including vertical pole and the second montant；Between second montant and vertical pole, the second montant with it is additional
Connected by more logical jointings between reservation member at the top of basis, and between vertical pole and more logical jointing, second erect
Connected by pin between bar and more logical jointing；The tabula gear and mediastinum gear pass through to lead to connect more at position of intersecting point
Head connection；Connected by pin between the reservation member and more logical jointing.
Preferably, many logical jointings are threeway jointing or for four-way jointing or for five lead to and connect
Joint is six logical jointings.
Preferably, the column is square tube post or H profile steel post or channel column, and the crossbeam and longeron are H profile steel
Beam or steel I-beam or steel channel beam；Horizontal ox is equipped with the inner side of the column, corresponding crossbeam and cross bar height and position
Leg, crossbeam, horizontal fence and tabula gear are connected respectively on horizontal bracket；Another offside of the column, correspondence longeron
Be equipped with longitudinal bracket at vertical pole height and position, fence is corresponding longeron and longitudinal direction is connected on longitudinal bracket.
Preferably, the column top is provided with capital connecting plate；The horizontal connecting plate of the web member bottom of the roof truss unit
It is connected on capital connecting plate；Between the horizontal connecting plate and web member lateral wall, perpendicular to horizontal connecting plate and web member outside
Wall is additionally provided with the purlin connecting plate of connection purlin.
A kind of construction method of assembled stereoscopic structure plant, including step is as follows.
Step one：In-site measurement positioning is carried out by drawing, determines the position of subjective basis and additional basis.
Step 2：Construction subjective basis and additional basis, and it is pre-buried to carry out reservation member.
Step 3：Column is connected to the top of subjective basis.
Step 4：First montant of horizontal fence is connected to the top of additional basis.
Step 5：Between longitudinally adjacent column, longeron of being constructed at column medium position, at laterally adjacent two
Construction crossbeam at the inner side of column, the height and position of corresponding longeron；Meanwhile, construct longitudinal direction longitudinal direction fence and horizontal fence.
Step 6：Roof truss unit is installed at the top of column.
Step 7：Outside building enclosure is installed.
Step 8：In corresponding position construction tabula gear, mediastinum gear and interlayer in laying.
Step 9：Fresh air is installed between the top of agent structure skeleton and lower boom, at building enclosure position
System, and between the top of agent structure skeleton and lower boom, longitudinally disposed ventilation strip；Ventilation strip orientation is blown downwards
Straight joint on wind, with VMC, middle interlayer realizes the airflow circulating between cultivation jointly.
Preferably, the middle interlayer is spliced by the precast concrete hollow lath for being provided with straight joint, prefabricated mixed laying
During solidifying soil hollow lath, the straight joint for meeting breeding technique requirement is reserved between plate and plate, plate end is blocked with concrete.
Beneficial effects of the present invention are as follows.
1st, the present invention uses assembling type steel structure system, the need for the scale and use function according to plant, each steel structure
Part and other materials are designed to standard material and component and fitting, only need to be convenient fast in processing factory according to processing drawing making
It is prompt, it is easy to dismount, Stability Analysis of Structures, reuse, highly versatile.
2nd, assembled stereoscopic cultivates field structure all using light steel prefabricated components in the present invention, and all components are in assemble in site
Form, using high-strength mode connects for screw, with construction speed it is fast, climate conditionality is small, save labour reduce it is artificial into
Originally, the component replacement in house is easy to maintenance, improve the advantage of construction quality；Further, since all components are spliced using scene,
Material major part recoverable, and job site does not need falsework, Site Welding, and building site rubbish is few, and noise is low, right
The pollution that environment is caused is small.
3rd, assembled stereoscopic plant replaces traditional steel structure using the new cold light steel structure of steel thin-walled in the present invention, from heavy and light,
The requirement of base load power is corresponding over the ground reduces, and the mitigation that the deadweight of ground cost can be greatly decreased greatly reduces resource consumption, and makes base
The expense reduction of plinth.
4th, the roof truss in the present invention is formed by two panels roof truss unit splicing, and two panels roof truss is hoisted into main body respectively during construction
The top of structural framework is installed, and reduces the difficulty of limitation and the handling during handling to steric requirements.
5th, the present invention in roof truss unit in the middle part of top boom with lower boom opposite side set diagonal brace, the tilting section of diagonal brace with
The hypomere of top boom is symmetrical arranged, and the partial symmetry that perpendicular section and the montant of diagonal brace are located at more than lower boom is set, this symmetrical junction
The setting of structure cause roof truss unit more stablize, and in the present invention top boom of roof truss unit, lower boom and montant bottom
Connecting plate is equipped with, so that the easy construction in installation process of roof truss unit, uniform force at connecting node, also ruggedized construction
Stability.
6th, the present invention is provided with fresh air between the top of agent structure skeleton and lower boom, at building enclosure position
System, and agent structure skeleton top and lower boom between, along being longitudinally arranged on ventilation strip；Bottom between the waste material storage
The building enclosure that portion, correspondence are provided with VMC side is provided with ventilating opening；The blowing downwards of ventilation strip orientation, air-flow according to
The ventilating opening of bottom, unnecessary in the air circulation, exclusion field between realization cultivation between secondary straight joint, waste material storage by middle interlayer
Steam, improves air hygiene situation.
7th, present invention arranged for interval between plant both sides, adjacent body basis has additional basis；Meanwhile, in plant
Two ends, have additional basis along design cross wall long axis also arranged for interval；Additional basis are supported on horizontal enclosing and vertical enclosing
Bottom, the stability overall so as to enhance structure.
8th, the construction of assembled stereoscopic plant is all the installation of component substantially in the present invention, and climate influence is less, can add
The construction period of fast cultivation column home, the pressure of the occupation of capital is reduced, reduce the risk of turn of the market, improve the investment effect of plant
Benefit.
9th, the assembled stereoscopic plant both can substantially realize the zero-emission of excrement, sewage in the present invention, and air well flows
Logical, levels three-dimensional culture can also realize that Fast Installation, scale are built.
Brief description of the drawings
The present invention is further described with reference to the accompanying drawings and examples.
Fig. 1 is assembled stereoscopic structure plant dimensional structure diagram in the present invention.
Fig. 2 is the side structure schematic diagram that assembled stereoscopic structure plant is provided with additional basis in the present invention.
Fig. 3 is the positive structure schematic that assembled stereoscopic structure plant is provided with additional basis in the present invention.
Fig. 4 is the roof truss cellular construction schematic diagram of assembled stereoscopic structure plant in the present invention.
Fig. 5 is the pillar construction schematic diagram of assembled stereoscopic structure plant in the present invention.
Fig. 6 is the additional infrastructure schematic diagram of assembled stereoscopic structure plant in the present invention.
Fig. 7 is the crossbeam of assembled stereoscopic structure plant in the present invention or the structural representation of longeron.
Fig. 8 is the cross bar of assembled stereoscopic structure plant in the present invention or the structural representation of vertical pole.
Fig. 9 is the purlin connecting board structure schematic diagram of assembled stereoscopic structure plant in the present invention.
Figure 10 is the structural representation of the first vertical connecting plate of assembled stereoscopic structure plant in the present invention.
Figure 11 is implementation illustration when the how logical jointing of assembled stereoscopic structure plant in the present invention is five logical.
Figure 12 is implementation illustration when the how logical jointing of assembled stereoscopic structure plant in the present invention is six logical.
The state diagram figure that the construction of the step of Figure 13 is method in the present invention two is completed.
The work progress figure of the step of Figure 14 is method in the present invention four.
The work progress figure of the step of Figure 15 is method in the present invention five.
The state diagram that the construction of the step of Figure 16 is method in the present invention five is completed.
The work progress figure of the step of Figure 17 is method in the present invention six.
The construction completion status figure of the step of Figure 18 is method in the present invention six.
Reference：1- subjective basis, 2- purlins, 3- roof trusses unit, 31- top booms, 32- lower booms, 33- abdomens
Bar, 34- diagonal braces, the vertical connecting plates of 4- first, the vertical connecting plates of 5- second, 6- horizontal connecting plates, 7- tabulas gear, 8- are indulged
Logical jointing more than barrier, 9- columns, 10- crossbeams, 11- longerons, 12- longitudinal directions fence, 13- transverse directions fence, 14-,
15- transverse directions bracket, 16- longitudinal directions bracket, 17- capitals connecting plate, 18- purlins connecting plate, 19- reservation members, the additional bases of 20-
Plinth.
Specific embodiment
Assembled stereoscopic of the invention cultivates field structure all using the light steel prefabricated components of cold steel thin-walled, and all components are in work
Be assembled, roof structure use lightweight steel construction collar roof, between roof truss unit 3 and roof truss unit 3, roof truss unit 3 with
Between column 9, between column 9 and crossbeam 10 or longeron 11 and column 9 and horizontal fence 13 or longitudinal fence 12 or tabula gear 7
Between connection use high-strength bolt or mode connects for screw, between the first montant and cross bar, the first montant and additional basis 20
Connected by more logical jointings 14 between the reservation member 19 at top, between the second montant and vertical pole, the second montant with it is additional
Connected by more logical jointing 14 between the reservation member 19 at the top of basis 20.
In addition, headspace between at the top of the roof truss lower end and agent structure skeleton, to install VMC, sets ventilation
Band, orientation blowing downwards, the ground between cultivation sets ventilating opening, to accelerate air exchange, realizes that green ecological is cultivated.
As Figure 1-4, this assembled stereoscopic structure plant, includes subjective basis 1, agent structure skeleton, room
Frame and the building enclosure being connected on the outside of agent structure skeleton and roof truss；Outside the roof truss both sides, positioned at agent structure bone
The top of frame is equipped with purlin 2 along longitudinal direction is elongated；The agent structure skeleton and roof truss are the light steel prefabricated components of cold steel thin-walled
It is formed by connecting；Between the waste material of between the agent structure skeleton is divided into the cultivation on top by middle interlayer and bottom is received；In described every
On layer, be interval with connection cultivation between and waste material receive between straight joint；In between the waste material storage, it is interval with one group of tabula gear
7 and one group of mediastinum gear 8, one group of tabula gear 7 and one group of mediastinum gear 8 by waste material receive between be separated into some waste materials receive between unit；
The roof truss is connected to the top of agent structure skeleton, is spliced by the symmetrically arranged roof truss unit 3 of two panels；The roof truss list
Unit 3 includes top boom 31, horizontally disposed lower boom 32, the bottom for being connected to top boom 31 and the lower boom 32 being obliquely installed
The web member 33 of one side end and it is connected to the diagonal brace 34 at the middle part of top boom 31 and the opposite side of lower boom 32；The bottom of the web member 33
Beyond the bottom surface of lower boom 32 and leave spacing between the bottom surface of lower boom 32 in end；The diagonal brace 34 is made up of tilting section and perpendicular section,
31 points by top boom of the tilting section of diagonal brace 34 is epimere and hypomere；The tilting section of the diagonal brace 34 is symmetrical with the hypomere of top boom 31
Set, perpendicular section and the web member 33 of diagonal brace 34 are located at the partial symmetry setting of lower boom more than 32；The opposite side of the lower boom 32
The lateral surface of section is erected beyond diagonal brace 34 in end；The free end of the top boom 31 is provided with the first vertical connecting plate 4, and lower boom 32 is certainly
Second vertical connecting plate 5 is provided with by end, the bottom of web member 33 is provided with horizontal connecting plate 6；The top boom 31 of two panels roof truss unit 3 passes through
First vertical connecting plate 4 is connected, and the lower boom 32 of two panels roof truss unit 3 is connected by the second vertical connecting plate 5；Roof truss unit 3
It is connected by horizontal connecting plate 6 between agent structure skeleton；Between the top of the agent structure skeleton and lower boom 32, lean on
VMC is installed at nearly building enclosure position, and agent structure skeleton top and lower boom 32 between, also set along longitudinal direction
There is ventilation strip；The building enclosure that bottom, correspondence between the waste material storage are provided with VMC side is provided with ventilating opening；Institute
The blowing downwards of ventilation strip orientation is stated, air-flow passes sequentially through the ventilating opening of bottom between straight joint, waste material storage on middle interlayer, realizes supporting
Air circulation between growing.
It is shown in Figure 10, it is the knot of the structure of the first vertical connecting plate 4, the second vertical connecting plate 5 and horizontal connecting plate
Structure is identical with the first vertical connecting plate 4.
In the present embodiment, roof truss integrally uses round steel pipe, and 600mm is reserved in roof truss bottom, used as the treatment of VMC；
In other embodiment, the reserved space in roof truss bottom is adapted with the height of VMC, can be exceeded by adjusting web member 33
The length of lower edge bar part adjusts the height in reserved space.
As shown in Fig. 1-3,5 and 6, in the present embodiment, the subjective basis 1 are independent column foundation, along plant both sides
Wall long axis arranged for interval is indulged in design, and the subjective basis 1 of plant both sides are corresponded；The plant both sides, adjacent main
Arranged for interval has additional basis 20 between body basis 1；Cross wall long axis are designed at the two ends of the plant, edge, and also arranged for interval has
Additional basis 20；The additional basis 20 are independent column foundation, and the top of additional basis 20 is embedded with reservation member 19.
In the present embodiment, the agent structure skeleton includes column 9, longeron 11, crossbeam 10, longitudinal fence 12 and transverse direction
Fence 13；The column 9 is correspondingly arranged with subjective basis 1, is connected to the top of subjective basis 1；The longeron 11 is connected to vertical
To between adjacent two root posts 9, near the middle position of column 9；The crossbeam 10 is connected to laterally adjacent two root posts 9
Inner side is concordant with the height of longeron 11；Longitudinal fence 12 is connected between longitudinally adjacent column 9, the top of longitudinal fence 12
Portion is connected on the bottom surface of longeron 11；The horizontal fence 13 is connected between the laterally adjacent column 9 of end, and horizontal fence 13 is pushed up
Portion is connected on the bottom surface of crossbeam 10.
In the present embodiment, the middle interlayer is spliced by the precast concrete hollow lath for being provided with straight joint；The coagulation
Native hollow lath is arranged on crossbeam 10, and the gap parallel with straight joint is left between adjacent concrete hollow lath.
In the present embodiment, the tabula gear 7 and horizontal fence 13 are rectangular latticed, including cross bar and the first montant；
Pass through to lead between first montant and cross bar, between the first montant and the reservation member 19 at the top of additional basis 20 to connect more
Connected by pin between first 14 connection, and cross bar and more logical jointing 14, between the first montant and more logical jointing 14
Connect；The mediastinum gear 8 and longitudinal fence 12 are rectangular latticed, including vertical pole and the second montant；Second montant with it is vertical
Connected by more logical jointing 14 between bar, between the second montant and the reservation member 19 at the top of additional basis 20, and indulged
Connected by pin between bar and more logical jointing 14, between the second montant and more logical jointing 14；The tabula keeps off 7 Hes
Mediastinum gear 8 is connected at position of intersecting point by more logical jointing 14；Lead between the reservation member 19 and more logical jointing 14
Cross pin connection.
In the present embodiment, the cross bar, the first montant, vertical pole, the second montant and reservation member 19 are made of round steel pipe.
As is illustrated by figs. 11 and 12, in the present embodiment, many logical jointings 14 are threeway jointing or are four
Logical jointing or for five logical jointings or be six logical jointings.
As shown in figure 5, in the present embodiment, the column 9 is square tube post；The crossbeam 10 and longeron 11 are H profile steel beam；
Certainly in other embodiments, the column 9 can also be H profile steel post or channel column, and the crossbeam 10 and longeron 11 may be used also
Think steel I-beam or steel channel beam.
In the present embodiment, the end downside of the crossbeam 10 between the column 9 of adjacent two row longitudinal direction is connected with steel tube member bar,
For being connected with the second montant.
In the present embodiment, horizontal bracket is equipped with the inner side of the column 9, corresponding crossbeam 10 and cross bar height and position
15, crossbeam 10, horizontal fence 13 and tabula gear 7 are corresponded to using high-strength galvanized screw or are bolted to horizontal bracket 15 respectively
On；It is equipped with longitudinal bracket 16 at another offside of the column 9, correspondence longeron 11 and vertical pole height and position, longeron 11 and vertical
Corresponded to using high-strength galvanized screw respectively to fence 12 or be bolted on longitudinal bracket 16.
In the present embodiment, the crossbar end being connected with the horizontal bracket 15 on column 9 is provided with gusset plate；On column 9
The vertical pole end of the connection of longitudinal bracket 15 also is provided with gusset plate.
In the present embodiment, the top of the column 9 is provided with capital connecting plate 17；The bottom of web member 33 of the roof truss unit 3
Horizontal connecting plate 6 is connected on capital connecting plate 17；Between the horizontal connecting plate 6 and the lateral wall of web member 33, perpendicular to level
Connecting plate 6 and the lateral wall of web member 33 be additionally provided with connection purlin 2 purlin connecting plate 18, it is shown in Figure 9, capital connecting plate 17 with
First vertical connecting plate 4 is identical.
Assembled stereoscopic structure plant in the present embodiment uses full assembling type steel structure+precast concrete hollow lath
System.
In the present embodiment, the construction connected mode of building enclosure is specific as follows.
Building enclosure is aluminium alloy lightgage steel joist+plug-in PVC aeroges warming plate, and the aluminium alloy lightgage steel joist is along master
The lateral surface arrangement of body structural framework, and connected with corresponding column 9 with screw or bolt；The PVC aeroges warming plate
Formed by some pieces of warming plate unit splicings, insulation Slab element is by screw or is bolted on aluminium alloy lightgage steel joist；
The wherein edge designs of insulation Slab element into draw-in groove type, the fixture between adjacent two pieces of insulations Slab element by being fixed on draw-in groove
Splicing；Interval setting aluminium alloy hollow windowpane and door at position on peripheral structure, between correspondence cultivation, so as to meet illumination
And power conservation requirement；Roof boarding is spliced for the Al-Mg-Mn plate of lined with PVC aeroge warming plate, and fire retardant anticorrosion material reaches B1 grades
Fire-protection rating requirement.
As shown in figures 13-18, the construction method of this assembled stereoscopic structure plant, including step is as follows.
Step one：In-site measurement positioning is carried out by drawing, determines the position of subjective basis 1 and additional basis 20.
Step 2：Construction subjective basis 1 and additional basis 20, and it is pre-buried to carry out reservation member 19.
Step 3：Column 9 is connected to the top of subjective basis 1.
Step 4：First montant of horizontal fence 13 is connected to the top of additional basis 20.
Step 5：Between longitudinally adjacent column 9, longeron 11 of being constructed at the medium position of column 9, laterally adjacent
Construction crossbeam 10 at the inner side of two root posts 9, the height and position of corresponding longeron 11；Meanwhile, construct longitudinal direction longitudinal direction fence 12 and horizontal stroke
To fence 13.
Step 6：Roof truss unit 3 is installed at the top of column 9.
Step 7：Outside building enclosure is installed.
Step 8：The interlayer in corresponding position construction tabula gear 7, mediastinum gear 8 and laying.
Step 9：It is provided between the top of agent structure skeleton and lower boom 32, at building enclosure position new
Wind system, and between the top of agent structure skeleton and lower boom 32, longitudinally disposed ventilation strip；Ventilation strip orientation is downward
Straight joint in blowing, with VMC, middle interlayer realizes the airflow circulating between cultivation jointly.
In the present embodiment, the middle interlayer is spliced by the precast concrete hollow lath for being provided with straight joint, pre- in laying
During concrete hollow batten processed, the straight joint for meeting breeding technique requirement is reserved between plate and plate, plate end is blocked with concrete.
The specific installation method of building enclosure, comprises the following steps in the present embodiment.
Step 1：Aluminium alloy lightgage steel joist is installed according to drawing requirement.
Step 2：First with screw and the PVC aeroge warming plates of fixture stationary body structural framework side, then install again
Another side plate of agent structure skeleton.
Step 3：Connected with profile between PVC aeroges warming plate and PVC aeroge warming plates, then use silicone weather resistant knot
Structure sealant sealing.
Claims (10)
1. a kind of assembled stereoscopic structure plant, includes subjective basis（1）, agent structure skeleton, roof truss and be connected to
Building enclosure on the outside of agent structure skeleton and roof truss；Along vertical outside the roof truss both sides, positioned at the top of agent structure skeleton
Purlin is equipped with to elongated（2）；It is characterized in that：The agent structure skeleton and roof truss are the light steel prefabricated components of cold steel thin-walled
It is formed by connecting；
Between the waste material of between the agent structure skeleton is divided into the cultivation on top by middle interlayer and bottom is received；On the middle interlayer,
Straight joint between being interval with connection cultivation and between waste material storage；In between the waste material storage, it is interval with one group of tabula gear（7）With
One group of mediastinum gear（8）, one group of tabula gear（7）Kept off with one group of mediastinum（8）List between some waste materials storages is separated between waste material is received
Unit；
The roof truss is connected to the top of agent structure skeleton, by the symmetrically arranged roof truss unit of two panels（3）It is spliced；It is described
Roof truss unit（3）Include the top boom being obliquely installed（31）, horizontally disposed lower boom（32）, be connected to top boom（31）'s
Bottom and lower boom（32）The web member of one side end（33）And it is connected to top boom（31）Middle part and lower boom（32）Opposite side
Diagonal brace（34）；
The web member（33）Bottom exceed lower boom（32）Bottom surface and and lower boom（32）Spacing is left between bottom surface；It is described
Diagonal brace（34）It is made up of tilting section and perpendicular section, diagonal brace（34）Tilting section by top boom（31）It is divided into epimere and hypomere；It is described oblique
Support（34）Tilting section and top boom（31）Hypomere be symmetrical arranged, diagonal brace（34）Perpendicular section and web member（33）Positioned at lower boom
（32）Partial symmetry above is set；The lower boom（32）The end of opposite side exceeds diagonal brace（34）The lateral surface of perpendicular section；
The top boom（31）Free end be provided with the first vertical connecting plate（4）, lower boom（32）It is vertical that free end is provided with second
Connecting plate（5）, web member（33）Bottom is provided with horizontal connecting plate（6）；Two panels roof truss unit（3）Top boom（31）It is perpendicular by first
To connecting plate（4）Connection, two panels roof truss unit（3）Lower boom（32）By the second vertical connecting plate（5）Connection；Roof truss unit
（3）Pass through horizontal connecting plate between agent structure skeleton（6）Connection；
The top of the agent structure skeleton and lower boom（32）Between, VMC is installed at the building enclosure position,
And top and the lower boom of agent structure skeleton（32）Between, along being longitudinally arranged on ventilation strip；The waste material receive between bottom,
The building enclosure that correspondence is provided with VMC side is provided with ventilating opening；The ventilation strip orientation blowing downwards, air-flow is successively
The ventilating opening of bottom, realizes the air circulation between cultivation between being received by the straight joint on middle interlayer, waste material.
2. a kind of assembled stereoscopic structure plant according to claim 1, it is characterised in that：The subjective basis（1）
Be independent column foundation, wall long axis arranged for interval indulged along the design of plant both sides, and plant both sides subjective basis（1）One
One correspondence；
The plant both sides, adjacent body basis（1）Between arranged for interval have additional basis（20）；The two of the plant
Cross wall long axis are designed at end, edge, and also arranged for interval has additional basis（20）；The additional basis（20）It is independent column foundation, adds
Basis（20）Top be embedded with reservation member（19）.
3. a kind of assembled stereoscopic structure plant according to claim 2, it is characterised in that：The agent structure skeleton
Include column（9）, longeron（11）, crossbeam（10）, longitudinal fence（12）With horizontal fence（13）；The column（9）With main body
Basis（1）It is correspondingly arranged, is connected to subjective basis（1）Top；The longeron（11）It is connected to longitudinally adjacent two root posts（9）
Between, near column（9）Middle position；The crossbeam（10）It is connected to laterally adjacent two root posts（9）Inner side and vertical
Beam（11）Height it is concordant；Longitudinal fence（12）It is connected to longitudinally adjacent column（9）Between, longitudinal fence（12）Top
It is connected to longeron（11）On bottom surface；The horizontal fence（13）It is connected to the laterally adjacent column of end（9）Between, horizontal fence
（13）Top is connected to crossbeam（10）On bottom surface.
4. a kind of assembled stereoscopic structure plant according to claim 3, it is characterised in that：The middle interlayer is by being provided with
The precast concrete hollow lath of straight joint is spliced；The concrete hollow batten is arranged on crossbeam（10）On, adjacent coagulation
The gap parallel with straight joint is left between native hollow lath.
5. a kind of assembled stereoscopic structure plant according to claim 3, it is characterised in that：The tabula gear（7）With
Horizontal fence（13）It is rectangular latticed, including cross bar and the first montant；Between first montant and cross bar, the first montant
With additional basis（20）The reservation member at top（19）Between by more logical jointings（14）Connection, and cross bar with lead to more
Joint（14）Between, the first montant and many logical jointings（14）Between by pin connect；
The mediastinum gear（8）With longitudinal fence（12）It is rectangular latticed, including vertical pole and the second montant；Second montant
Between vertical pole, the second montant and additional basis（20）The reservation member at top（19）Between by more logical jointings（14）Even
Connect, and vertical pole and many logical jointings（14）Between, the second montant and many logical jointings（14）Between by pin connect；
The tabula gear（7）Kept off with mediastinum（8）By more logical jointing at position of intersecting point（14）Connection；
The reservation member（19）With many logical jointings（14）Between by pin connect.
6. a kind of assembled stereoscopic structure plant according to claim 5, it is characterised in that：Many logical jointings
（14）For threeway jointing or for four-way jointing or for five logical jointings or be six logical jointings.
7. a kind of assembled stereoscopic structure plant according to claim 3, it is characterised in that：The column（9）It is side
Tubing string or H profile steel post or channel column, the crossbeam（10）And longeron（11）It is H profile steel beam or steel I-beam or groove
Girder steel；
The column（9）Inner side, correspondence crossbeam（10）With horizontal bracket is equipped with cross bar height and position（15）, crossbeam
（10）, horizontal fence（13）Kept off with tabula（7）It is connected respectively in horizontal bracket（15）On；
The column（9）Another offside, correspondence longeron（11）With longitudinal bracket is equipped with vertical pole height and position（16）, longeron
（11）With longitudinal fence（12）Correspondence is connected to longitudinal bracket（16）On.
8. a kind of assembled stereoscopic structure plant according to claim 7, it is characterised in that：The column（9）Top
It is provided with capital connecting plate（17）；The roof truss unit（3）Web member（33）The horizontal connecting plate of bottom（6）It is connected to capital connection
Plate（17）On；The horizontal connecting plate（6）With web member（33）Between lateral wall, perpendicular to horizontal connecting plate（6）And web member（33）
Lateral wall is additionally provided with connection purlin（2）Purlin connecting plate（18）.
9. a kind of construction method of the assembled stereoscopic structure plant in claim 3-8 described in any one, its feature exists
In, including step is as follows：
Step one：In-site measurement positioning is carried out by drawing, determines subjective basis（1）With additional basis（20）Position；
Step 2：Construction subjective basis（1）With additional basis（20）, and carry out reservation member（19）It is pre-buried；
Step 3：By column（9）It is connected to subjective basis（1）Top；
Step 4：By horizontal fence（13）The first montant be connected to additional basis（20）Top；
Step 5：In longitudinally adjacent column（9）Between, near column（9）Construction longeron at medium position（11）, laterally adjacent
Two root posts（9）Inner side, correspondence longeron（11）Height and position at construct crossbeam（10）；Meanwhile, construction longitudinal direction longitudinal direction is enclosed
Column（12）With horizontal fence（13）；
Step 6：In column（9）Top is installed by roof truss unit（3）；
Step 7：Outside building enclosure is installed；
Step 8：In corresponding position construction tabula gear（7）, mediastinum gear（8）And interlayer in laying；
Step 9：In the top of agent structure skeleton and lower boom（32）Between, fresh air is installed at the building enclosure position
System, and in the top of agent structure skeleton and lower boom（32）Between, longitudinally disposed ventilation strip；Ventilation strip orientation is downward
Straight joint in blowing, with VMC, middle interlayer realizes the airflow circulating between cultivation jointly.
10. the construction method of the assembled stereoscopic structure plant according to claim 9, it is characterised in that：In described every
Layer is spliced by the precast concrete hollow lath for being provided with straight joint, when precast concrete hollow lath is laid, plate and plate it
Between reserve and meet the straight joint of breeding technique requirement, plate end is blocked with concrete.
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| CN201710056269.5A CN106930571B (en) | 2017-01-25 | 2017-01-25 | Assembled three-dimensional structure farm and construction method thereof |
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| CN201710056269.5A CN106930571B (en) | 2017-01-25 | 2017-01-25 | Assembled three-dimensional structure farm and construction method thereof |
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| CN107396836A (en) * | 2017-08-24 | 2017-11-28 | 广东精宏建设有限公司 | A kind of full assembled pig house |
| CN108222569A (en) * | 2018-03-19 | 2018-06-29 | 宁夏凤凰城智能制造有限公司 | A kind of movable type assembly shop |
| CN108222568A (en) * | 2018-03-19 | 2018-06-29 | 宁夏凤凰城智能制造有限公司 | A kind of assembled workshop |
| CN112302383A (en) * | 2020-10-29 | 2021-02-02 | 中国建筑土木建设有限公司 | Adjustable light multifunctional industrial factory building system and construction method thereof |
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|---|---|
| CN106930571B (en) | 2023-03-07 |
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