CN206600028U - A kind of assembled stereoscopic structure plant - Google Patents
A kind of assembled stereoscopic structure plant Download PDFInfo
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- CN206600028U CN206600028U CN201720096850.5U CN201720096850U CN206600028U CN 206600028 U CN206600028 U CN 206600028U CN 201720096850 U CN201720096850 U CN 201720096850U CN 206600028 U CN206600028 U CN 206600028U
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Abstract
The utility model is a kind of 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；Purlin is equipped with outside roof truss both sides, positioned at the top of agent structure skeleton along longitudinal direction is elongated；Agent structure skeleton and roof truss are that the light steel prefabricated components of cold steel thin-walled are formed by connecting；Agent structure skeleton is divided between the storage of the waste material of between the cultivation on top and bottom by middle interlayer；On middle interlayer, it is interval with the straight joint between waste material storage between connection cultivation；Waste material store between in be interval with one group of tabula gear and one group of mediastinum gear, tabula gear and mediastinum gear by waste material store between be separated into some waste materials store between it is single.Structure in the utility model is all using light steel prefabricated components, and all components are formed in assemble in site, 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 utility model is related to a kind of assembled stereoscopic structure plant.
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
For 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 discharging 1,500,000,000 bacteriums, 1589kgNH to air per hour3、
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 processing, directly, can be by 300~600km around in 1 year2Water body constitute pollution, i.e. structure in 3 years
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, promote aquaculture to develop 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.
Utility model content
The purpose of this utility model is to provide a kind of assembled stereoscopic structure plant, to solve at traditional breeding waste
Manage that unreasonable environmental pollution is serious and plant's Design of Ventilation System not science cause the livestock and poultry incidence of disease to increase, productivity water
Flat low technical problem.
To achieve the above object, the utility model 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 master
Body structural framework and the building enclosure on the outside of roof truss；Along longitudinal direction outside the roof truss both sides, positioned at the top of agent structure skeleton
It is elongated to be equipped with purlin；The agent structure skeleton and roof truss are that the light steel prefabricated components of cold steel thin-walled are formed by connecting；The master
Body structural framework is divided between the storage of the waste material of between the cultivation on top and bottom by middle interlayer；On the middle interlayer, the company of being interval with
Straight joint between logical cultivation between waste material storage；In between the waste material storage, it is interval with one group of tabula gear and one group of mediastinum gear, one
Group tabula gear and one group of mediastinum gear by waste material store between be separated into some waste materials store between unit；The roof truss is connected to body junction
The top of structure skeleton, is formed by the symmetrically arranged roof truss unit spliced of two panels；The roof truss unit includes be obliquely installed upper
Chord member, 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 being connected to wind up
With the diagonal brace of lower boom opposite side in the middle part of bar；Stay beyond lower boom bottom surface and between lower boom bottom surface the bottom of the web member
There is spacing；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 diagonal brace
Tilting section and the hypomere of top boom be symmetrical arranged, the partial symmetry that perpendicular section and the web member of diagonal brace are located at more than lower boom is set；
The lateral surface of section is erected beyond diagonal brace in the end of the lower boom opposite side；The free end of the top boom is provided with the first vertical connection
Plate, lower boom 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
Connected by the first vertical connecting plate, the lower boom of two panels roof truss unit is connected by the second vertical connecting plate；Roof truss unit with
Connected between agent structure skeleton by horizontal connecting plate；Between the top of the agent structure skeleton and lower boom, close to enclosing
It is provided with protection structure position between VMC, and the top of agent structure skeleton and lower boom, edge is longitudinally arranged on ventilation
Band；The waste material store between bottom, the building enclosure that is correspondingly provided with VMC side be provided with ventilating opening；The ventilation
The blowing downwards of band orientation, the ventilating opening of bottom between straight joint, the waste material that air-flow is passed sequentially through on middle interlayer are stored.
It is preferred that, the subjective basis is 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 is corresponded；Arranged for interval has additional between the plant both sides, adjacent body basis
Basis；Also arranged for interval has additional basis for the two ends of the plant, edge design cross wall long axis；The additional basis is independent
Reservation member is embedded with the top of column foundation, additional basis.
It is preferred that, 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,
Close to column middle position；The crossbeam is connected to the inner side of laterally adjacent two root posts, the height and position of correspondence longeron
Place；Longitudinal fence is connected between longitudinally adjacent column, is connected at the top of longitudinal fence on longeron bottom surface；The transverse direction
Fence is connected between the laterally adjacent column of end, is connected at the top of horizontal fence on crossbeam bottom surface.
It is preferred that, the middle interlayer is spliced by the precast concrete hollow lath 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.
It is preferred that, the tabula gear and horizontal fence are rectangular latticed, including cross bar and the first montant；Described first
Connected between reservation member between montant and cross bar, at the top of the first montant and additional basis by leading to jointing more, and
Connected between cross bar and more logical jointing, between the first montant and more logical jointing by pin；The mediastinum is kept 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 between reservation member at the top of basis by leading to jointing more, and between vertical pole and more logical jointing, second erect
Connected between bar and more logical jointing by pin；The tabula gear and mediastinum gear are connect more at position of intersecting point by leading to
Head connection；Connected between the reservation member and more logical jointing by pin.
It is preferred that, many logical jointings are threeway jointing or are four-way jointing or are five to lead to and connect
Joint is six logical jointings.
It is preferred that, 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 inner side, correspondence crossbeam and the cross bar height and position of the column
Leg, crossbeam, horizontal fence and tabula gear are connected respectively on horizontal bracket；Another offside, the correspondence longeron of the column
Be equipped with longitudinal bracket at vertical pole height and position, fence is corresponding longeron and longitudinal direction is connected on longitudinal bracket.
It is preferred that, capital connecting plate is provided with the top of the column；The horizontal connecting plate of the web member bottom of the roof truss unit
It is connected on the connecting plate of capital；Between horizontal connecting plate and the web member lateral wall, on the outside of horizontal connecting plate and web member
Wall is additionally provided with the purlin connecting plate of connection purlin.
The beneficial effects of the utility model are as follows.
1st, the utility model uses assembling type steel structure system, according to the scale of plant and using the need for function, respectively
Steel member and other materials are designed to standard material and component and fitting, only need to be in processing factory according to processing drawing making, side
Just it is quick, 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 utility model, and all components are in building site
It is assembled, using high-strength mode connects for screw, with construction speed is fast, climate conditionality is small, saving labour reduces people
Work cost, house component replacement it is easy to maintenance, improve construction quality advantage；Further, since all components are using scene
Splicing, material major part recoverable, and job site does not need falsework, Site Welding, and building site rubbish is few, noise
Low, pollution on the environment is small.
3rd, assembled stereoscopic plant replaces traditional steel structure, deadweight using the new cold light steel structure of steel thin-walled in the utility model
Gently, the corresponding reduction of base load power requirement over the ground, the mitigation of ground cost deadweight, which can be greatly decreased, greatly reduces resource consumption, and makes
The expense reduction on basis.
4th, the roof truss in the utility model is formed by two panels roof truss unit splicing, is hoisted to two panels roof truss respectively during construction
The top of agent structure skeleton is installed, and reduces the difficulty of limitation and the handling during handling to steric requirements.
5th, the roof truss unit in the utility model sets diagonal brace, the inclination of diagonal brace in the middle part of top boom with lower boom opposite side
Section and the hypomere of top boom are 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 right
Claim the setting of structure that roof truss unit is more stablized, and the top boom of roof truss unit in the utility model, lower boom and perpendicular
The bottom of bar is equipped with connecting plate, so that uniform force at the easy construction in installation process of roof truss unit, connecting node,
The stability of ruggedized construction.
6th, the utility model is provided between the top of agent structure skeleton and lower boom, at building enclosure position
Between VMC, and the top of agent structure skeleton and lower boom, along being longitudinally arranged on ventilation strip；Between the waste material is stored
Bottom, be correspondingly provided with VMC side building enclosure be provided with ventilating opening；The downward blowing of ventilation strip orientation, air-flow
Pass sequentially through straight joint on interlayer, waste material store between bottom ventilating opening, realize the air circulation between cultivation, exclude it is many in field
Remaining steam, improves air hygiene situation.
7th, the utility model arranged for interval between plant both sides, adjacent body basis has additional basis；Meanwhile, supporting
Grow the two ends of field, have additional basis along design cross wall long axis also arranged for interval；Additional basis is supported on horizontal enclosing and vertical
The bottom of enclosing, so as to enhance the overall stability of structure.
8th, the construction of assembled stereoscopic plant is all the installation of component substantially in the utility model, and climate influence is less,
The construction period of cultivation column home can be accelerated, the pressure of the occupation of capital is reduced, the risk of turn of the market is reduced, the throwing of plant is improved
Provide benefit.
9th, the assembled stereoscopic plant can both realize the zero-emission of excrement, sewage substantially in the utility model, and air is good
Good circulation, levels three-dimensional culture can also realize that Fast Installation, scale are built.
Brief description of the drawings
The utility model is further illustrated with reference to the accompanying drawings and examples.
Fig. 1 is assembled stereoscopic structure plant dimensional structure diagram in the utility model.
Fig. 2 is side structure schematic diagram of the assembled stereoscopic structure plant provided with additional basis in the utility model.
Fig. 3 is positive structure schematic of the assembled stereoscopic structure plant provided with additional basis in the utility model.
Fig. 4 is the roof truss cellular construction schematic diagram of assembled stereoscopic structure plant in the utility model.
Fig. 5 is the pillar construction schematic diagram of assembled stereoscopic structure plant in the utility model.
Fig. 6 is the additional infrastructure schematic diagram of assembled stereoscopic structure plant in the utility model.
Fig. 7 is the crossbeam of assembled stereoscopic structure plant in the utility model or the structural representation of longeron.
Fig. 8 is the cross bar of assembled stereoscopic structure plant in the utility model or the structural representation of vertical pole.
Fig. 9 is the purlin connecting plate schematic diagram of assembled stereoscopic structure plant in the utility model.
Figure 10 is the structural representation of the first vertical connecting plate of assembled stereoscopic structure plant in the utility model.
Figure 11 is that the how logical jointing of assembled stereoscopic structure plant in the utility model is five embodiments when logical
Figure.
Figure 12 is that the how logical jointing of assembled stereoscopic structure plant in the utility model is six embodiments when logical
Figure.
The state diagram figure that the construction of the step of Figure 13 is method in the utility model two is completed.
The work progress figure of the step of Figure 14 is method in the utility model four.
The work progress figure of the step of Figure 15 is method in the utility model five.
The state diagram that the construction of the step of Figure 16 is method in the utility model five is completed.
The work progress figure of the step of Figure 17 is method in the utility model six.
The construction completion status figure of the step of Figure 18 is method in the utility model 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
Leading to the horizontal fence of the longitudinal fence of barrier, 9- columns, 10- crossbeams, 11- longerons, 12-, 13-, 14- more jointing,
15- transverse directions bracket, the longitudinal brackets of 16-, 17- capitals connecting plate, 18- purlins connecting plate, 19- reservation members, the additional bases of 20-
Plinth.
Embodiment
Assembled stereoscopic of the present utility model cultivates field structure all using the light steel prefabricated components of cold steel thin-walled, all components
Formed in assemble in site, roof structure uses lightweight steel construction collar roof, between roof truss unit 3 and roof truss unit 3, roof truss unit
Between 3 and column 9, between column 9 and crossbeam 10 or longeron 11 and column 9 and horizontal fence 13 or longitudinal fence 12 or tabula
Connection between gear 7 uses high-strength bolt or mode connects for screw, between the first montant and cross bar, the first montant and additional basis
20 top reservation member 19 between by lead to jointing 14 connect, between the second montant and vertical pole, the second montant with it is attached
Plus connected between the reservation member 19 at the top of basis 20 by leading to jointing 14 more.
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；The agent structure skeleton is divided between the storage of the waste material of between the cultivation on top and bottom by middle interlayer；In described every
On layer, it is interval with the straight joint between waste material storage between connection cultivation；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 store between be separated into some waste materials store 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
Member 3 includes the top boom 31 being obliquely installed, horizontally disposed lower boom 32, the bottom for being connected to top boom 31 and lower boom 32
The web member 33 of one side end and the diagonal brace 34 for being connected to 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 hypomere of the tilting section and top boom 31 of the diagonal brace 34 is symmetrical
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 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 between agent structure skeleton by horizontal connecting plate 6；Between the top of the agent structure skeleton and lower boom 32, lean on
It is provided between VMC, and the top of agent structure skeleton and lower boom 32, is also set along longitudinal direction at nearly building enclosure position
There is ventilation strip；The waste material store between bottom, the building enclosure that is correspondingly provided with VMC side be provided with ventilating opening；Institute
The downward blowing of ventilation strip orientation is stated, the ventilating opening of bottom, realizes and support between straight joint, the waste material that air-flow is passed sequentially through on middle interlayer are stored
Air circulation between growing.
It is shown in Figure 10, it is the structure of the first vertical connecting plate 4, the knot of the second vertical connecting plate 5 and horizontal connecting plate 6
Structure is identical with the first vertical connecting plate 4.
In the present embodiment, roof truss integrally uses round steel pipe, and roof truss bottom reserves 600mm, is used as the processing of VMC；
In other embodiment, the height of the reserved space in roof truss bottom and VMC is adapted, and 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 is 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 is corresponded；The plant both sides, adjacent main
Arranged for interval has additional basis 20 between body basis 1；Also arranged for interval has for the two ends of the plant, edge design cross wall long axis
Additional basis 20；The additional basis 20 is 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, close to the middle position of column 9；The crossbeam 10 is connected to laterally adjacent two root posts 9
At inner side, the height and position of correspondence longeron 11；Longitudinal fence 12 is connected between longitudinally adjacent column 9, longitudinal fence 12
Top be connected on the bottom surface of longeron 11；The horizontal fence 13 is connected between the laterally adjacent column 9 of end, horizontal fence
13 tops are connected on the bottom surface of crossbeam 10.
In the present embodiment, the middle interlayer is spliced by the precast concrete hollow lath 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；
Connect between first montant and cross bar, between the reservation member 19 at the first montant and the top of additional basis 20 by leading to more
First 14 connection, and connected between cross bar and more logical jointing 14, between the first montant and more logical jointing 14 by pin
Connect；The mediastinum gear 8 and longitudinal fence 12 are rectangular latticed, including vertical pole and the second montant；Second montant is with indulging
Connected more, and indulged by leading to jointing 14 between bar, between the reservation member 19 at the second montant and the top of additional basis 20
Connected between bar and more logical jointing 14, between the second montant and more logical jointing 14 by pin；The tabula keeps off 7 Hes
Mediastinum gear 8 is connected more at position of intersecting point by leading to 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 is five logical jointings or is 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, steel tube member bar is connected with the downside of the end of the crossbeam between the longitudinal column 9 of adjacent two row, is used
It is connected in the second montant.
In the present embodiment, horizontal bracket is equipped with inner side, correspondence crossbeam 10 and the cross bar height and position of the column 9
15, crossbeam 10, horizontal fence 13 and tabula gear 7 correspond 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
Correspond to using high-strength galvanized screw or be bolted on longitudinal bracket 16 respectively to fence 12.
In the present embodiment, the crossbar end being connected with the horizontal bracket 15 on column 9 is provided with gusset plate；With on column 9
The vertical pole end that longitudinal bracket 15 is connected also is provided with gusset plate.
In the present embodiment, the top of 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 horizontal connecting plate 6 and web member 33 lateral wall, perpendicular to level
Connecting plate 6 and the lateral wall of web member 33 are additionally provided with the purlin connecting plate 18 of connection purlin 2, shown in Figure 9, the He of capital connecting plate 17
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 aeroge warming plates, and the aluminium alloy lightgage steel joist is along master
The lateral surface arrangement of body structural framework, and connected with screw or bolt with corresponding column 9；The PVC aeroges warming plate
Formed by some pieces of warming plate unit splicings, Slab element is by screw or is bolted on aluminium alloy lightgage steel joist for insulation；
The wherein edge designs of insulation Slab element are into neck type, the fixture between adjacent two pieces of insulations Slab element by being fixed on neck
Splicing；Aluminium alloy hollow windowpane and door are arranged at intervals 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 are 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, the longitudinal fence 12 in construction longitudinal direction 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
Blowing, the airflow circulating between cultivation is realized with the straight joint on VMC, middle interlayer jointly.
In the present embodiment, the middle interlayer is spliced by the precast concrete hollow lath 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 between PVC aeroges warming plate and PVC aeroge warming plates with profile, then use silicone weather resistant knot
Structure sealant sealing.
Claims (8)
1. a kind of assembled stereoscopic structure plant, includes subjective basis（1）, agent structure skeleton, roof truss and be connected to
Agent structure skeleton and the building enclosure on the outside of 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；
The agent structure skeleton is divided between the storage of the waste material of between the cultivation on top and bottom by middle interlayer；On the middle interlayer,
It is interval with the straight joint between waste material storage between connection cultivation；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）With one group of mediastinum gear（8）List between some waste materials storages is separated between waste material is stored
Member；
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）Free end is vertical 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）Pass through 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 store between bottom,
The building enclosure that correspondence is provided with VMC side is provided with ventilating opening；The downward blowing of ventilation strip orientation, air-flow is successively
The ventilating opening of bottom between being stored 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）
For independent column foundation, wall long axis arranged for interval, and the subjective basis of plant both sides are indulged along the design of plant both sides（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
Also arranged for interval has additional basis for end, edge design cross wall long axis（20）；The additional basis（20）For independent column foundation, add
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, close to column（9）Middle position；The crossbeam（10）It is connected to laterally adjacent two root posts（9）Inner side, correspondingly
Longeron（11）Height and position at；Longitudinal fence（12）It is connected to longitudinally adjacent column（9）Between, longitudinal fence（12）'s
Top is connected to longeron（11）On bottom surface；The horizontal fence（13）It is connected to the laterally adjacent column of end（9）Between, laterally
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 by 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 pass through lead to jointing（14）Connection, and cross bar with leading to more
Joint（14）Between, the first montant and more logical jointings（14）Between connected by pin；
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 pass through lead to jointing（14）Even
Connect, and vertical pole and more logical jointing（14）Between, the second montant and more logical jointings（14）Between connected by pin；
The tabula gear（7）With mediastinum gear（8）By leading to jointing at position of intersecting point more（14）Connection；
The reservation member（19）With many logical jointings（14）Between connected by pin.
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 it is four-way jointing or is five logical jointings or is six logical jointings.
7. a kind of assembled stereoscopic structure plant according to claim 3, it is characterised in that：The column（9）For 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）With tabula gear（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
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）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720096850.5U CN206600028U (en) | 2017-01-25 | 2017-01-25 | A kind of assembled stereoscopic structure plant |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720096850.5U CN206600028U (en) | 2017-01-25 | 2017-01-25 | A kind of assembled stereoscopic structure plant |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206600028U true CN206600028U (en) | 2017-10-31 |
Family
ID=60148877
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720096850.5U Active CN206600028U (en) | 2017-01-25 | 2017-01-25 | A kind of assembled stereoscopic structure plant |
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| Country | Link |
|---|---|
| CN (1) | CN206600028U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106930571A (en) * | 2017-01-25 | 2017-07-07 | 北京城建二建设工程有限公司 | A kind of assembled stereoscopic structure plant and its construction method |
| CN108086707A (en) * | 2017-11-24 | 2018-05-29 | 温州东瓯建设集团有限公司 | Beam-string structure system and its construction method in the reinforcing of large span rigid frame |
| CN111066680A (en) * | 2019-12-20 | 2020-04-28 | 柳州钢铁股份有限公司 | Weather-proof acid-resistant wire rod for animal husbandry |
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2017
- 2017-01-25 CN CN201720096850.5U patent/CN206600028U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106930571A (en) * | 2017-01-25 | 2017-07-07 | 北京城建二建设工程有限公司 | A kind of assembled stereoscopic structure plant and its construction method |
| CN106930571B (en) * | 2017-01-25 | 2023-03-07 | 北京城建二建设工程有限公司 | Assembled three-dimensional structure farm and construction method thereof |
| CN108086707A (en) * | 2017-11-24 | 2018-05-29 | 温州东瓯建设集团有限公司 | Beam-string structure system and its construction method in the reinforcing of large span rigid frame |
| CN111066680A (en) * | 2019-12-20 | 2020-04-28 | 柳州钢铁股份有限公司 | Weather-proof acid-resistant wire rod for animal husbandry |
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