CN109653366A - A kind of method of construction for building large aircraft workshop or hangar with thickening type plastic aluminium-sandwiched clad plate - Google Patents
A kind of method of construction for building large aircraft workshop or hangar with thickening type plastic aluminium-sandwiched clad plate Download PDFInfo
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- CN109653366A CN109653366A CN201811030474.5A CN201811030474A CN109653366A CN 109653366 A CN109653366 A CN 109653366A CN 201811030474 A CN201811030474 A CN 201811030474A CN 109653366 A CN109653366 A CN 109653366A
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- tile
- hangar
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- construction
- aluminium
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Classifications
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- 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
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B1/3205—Structures with a longitudinal horizontal axis, e.g. cylindrical or prismatic structures
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- 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
- E04B1/342—Structures covering a large free area, whether open-sided or not, e.g. hangars, halls
-
- 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
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B2001/327—Arched structures; Vaulted structures; Folded structures comprised of a number of panels or blocs connected together forming a self-supporting structure
-
- 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
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B2001/327—Arched structures; Vaulted structures; Folded structures comprised of a number of panels or blocs connected together forming a self-supporting structure
- E04B2001/3276—Panel connection details
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Laminated Bodies (AREA)
Abstract
" a kind of method of construction that large aircraft workshop or hangar are built with thickening type plastic aluminium-sandwiched clad plate " is it is characterized in that: carry out notch tenon processing to two side elevation of material of rectangular channel, the plate is struck out into arc tile by design arc, the above camber line both ends are drawn radius to center of arc and are intersected with camber line under tile, carry out the processing of notch tenon to tile end along the radius；It is with brick wall tooled joint method that tile is assembled side by side, it is assembled with the stacking of stone arch bridge by the cutting angle of tile end；It is connected between reinforcing tile, improve entire compression ability, shock resistance and anti-strong storm surge ability, inverted trapezoidal bicylindrical formula " lock " is set at tile interface line, achieve the purpose that draw it is continuous, pull not open, turn round not rotten, additionally provide elastic composite pier formula seismic isolation apparatus for anti-macroseism；Building materials selected by patent are with integrating multinomial hidden function and the firm toughness body of quality, these characteristics assign big special method of construction of the degree of collapsing without the big hangar of beam column, also assign property and function that the building inhales wave stealth.
Description
Technical field
The construction of large aircraft workshop or hangar (hereinafter referred to as big hangar) belongs to building field, with thickening type plastic clip aluminium
The big hangar that composite plate is built has suction wave stealthy, light, environmentally protective without beam column, anti-macroseism, the impact of anti-storm tide, total quality
The characteristics of, and in particular to the physical property of construction material used and stealthy mechanism, the method for construction of big hangar, anti-shock methods,
The latent effect that national defense construction is generated.
Background technique
Traditional architectural mode is completed by traditional construction material (including steel, cement, sandstone, brick and tile, timber),
The building that the architectural mode is completed belongs to rigid structural, and quality is brittle, poor seismic behavior, total quality weight, is built with tradition
Mode and traditional building material are built to build big degree of collapsing building, it is technically all to be difficult to accomplish.
Summary of the invention
This patent be exactly in order to overcome the problems, such as with traditional building material build big hangar present in write it is more and research and develop.
One, thickening type plastic aluminium-sandwiched clad plate is primary building material selected by this patent.
According to the characteristics of described in [0001], construction material performance decides building.This patent thickeies shape so selecting
Feed collet aluminum composite plate is because the plate is the firm toughness body of quality；Be also equipped with cold appearance do not rebound, cold-hot alternation, light weight
The 12% of steel (specific gravity be), insulation (thermal coefficient be only steel 1%), every magnetic, sound insulation, damp proof insulation, insulation, antiacid alkali
The characteristic of salt；Under conditions of intense mechanical shock and vibration, still there is the ability for resisting deformation and crack stress for a long time；It should
The use temperature of plate is -65 DEG C~65 DEG C, uses reachable -70~150 DEG C of temperature when changing base-material or proportion, working life 50
Year or more.Exactly these characteristics assign big special method of construction of the degree of collapsing without beam-column building object, also assign the building some spies
Different performance and function.
Now to thickening type plastic aluminium-sandwiched clad plate stealth mechanism description under: the plate was once granted invention in 2015 in person
Patent, first layer reinforcement is using narrow categorizing style three-dimensional establishment structure aluminium wire netting (1-3 of such as Fig. 1), below according to needing that N is arranged
Layer punching aluminium strip (plate) reinforcement (1-4 of such as Fig. 1).Under normal conditions, must swash in its metal surface when radar wave homed on its target
Electric current is played as source of secondary radiation, facilitates the reflection of radar wave, the original shape of target is translated after being received by the reception device of radar.By
It is suspended in the good conductor among plastic substrate in each layer reinforcement of the plate, when radar swash passes through plastic substrate (such as Fig. 1
1-2) when evoking electric current on aluminium wire netting, for installing the fastening bolt (1-1 of such as Fig. 1) and the conducting wire (1- of such as Fig. 1 of shield
5) current earthing is then eliminated into source of secondary radiation, then enemy radar failure.In the space protected, various equipments or equipment
Generated characteristic signal is also blocked, in this way, not only breaking up Connectors for Active Phased Array Radar, also destroys inactive phased array radar, institute
With building big hangar with the plate has a variety of hidden functions.
The method of construction of the big hangar of two,.
1. being the special method of construction that the firm toughness body of quality facilitates big hangar according to described in [0005], this method is needed
It then to be carried out assembled first with thickening type plastic aluminium-sandwiched clad plate production " tile ".Tile the production method is as follows: because thicken
The design specification of shape feed collet aluminum composite plate be 4*2*0.12~0.20 (m) material of rectangular channel, therefore first to two side elevations with
Notch tenon processing method carries out Tenon processing (2-6 of such as Fig. 2), then, according to design radian by the plate stamping camber watt
Piece (2-1 of such as Fig. 2)；Tile is inverted, on the basis of two terminal As, D of the above camber line (2-3 of such as Fig. 2), to design circular arc
The center of circle draw radius (2-2 of such as Fig. 2) and lower camber line (2-4 of such as Fig. 2) intersects at C, F, produce cutting at tile both ends
Angle ACB and cutting angle DFE；The processing of notch tenon (2-5 of such as Fig. 2) is carried out to tile both ends on the basis of the face AC and the face DF.Tile
It is the basic of big hangar construction, it is necessary to formulate stringent manufacturing process flow and tolerance.
2. assembling method: it is expected that 225 big hangars of peace, long 110m, width 110m, high 30m need 2100 tiles assembled.
The tile that will be processed, it is assembled along the camber line of tile gluing arranged side by side by wall brick its " tooled joint method ", with " stacking of stone arch bridge ",
By the cutting angle stack assembly (such as Fig. 3) of tile end.
3. the application method of lock: in order to overcome and inhibit tile interface to be possible to being derived from axially or radially for generation
Bursting stress, strengthen tile between connect, improve big hangar entire compression ability, shock resistance and anti-strong storm surge ability, specially
Benefit is provided with the double column-styles " lock " (such as Fig. 4) of inverted trapezoidal at tile interface line.
Three, are according to described in [0001], and for anti-macroseism, this patent provides seismic isolation apparatus.It is big workshop, big hangar, big
Warehouse is the poly- scattered ground of the huge assets of country, so, it is ensured that being perfectly safe in earthquake is the main indicator of this patent.Arc is big
Hangar resists shearing force ability although increasing, and also improves building integral damping using firm toughness building material
Power, but, in earthquake prone areas, also it is not enough to sleep without any anxiety, patent provides seismic isolation apparatus (7-8 of such as Fig. 7) thus,
The device is that ground moves the motionless device of building when earthquake occurs, and makes jolting and level side from focus vertical direction
It is absorbed to the bursting stress isolated device of shake；In the patent, the big hangar of arc build armored concrete carrying pallet in
Upper (7-6 of such as Fig. 7), all loads are also set including (7-1 of Fig. 7), (7-2 of Fig. 7) and (7-3 of Fig. 7), (7-4 of Fig. 7)
In on the pallet, that is to say, that the several groups seismic isolation apparatus for being installed on carrying tray bottom surface supports including carrying pallet
Itself, the big hangar of arc, be supported on interior all quality, so, the premise using the device is that building total quality is necessary
Significantly reduce.Rubber mass matrix, linear three-dimensional structure reinforcement retainer are set (such as between big hangar bottom and retaining wall
The 7-9 of Fig. 7), earthquake plays the role of positioning when occurring.The water-proof curtain (7-5 of such as Fig. 7) of big hangar bottom, prevents rainwater or flood situation
It pours into.Big hangar library door is by plastic aluminium-sandwiched clad plate assembly.
Four, or less are several Typical Representatives that latent effect is generated in national defense construction, (such as Fig. 5), (Fig. 9), (figure
10), (Fig. 8), (Figure 12).
Detailed description of the invention
Fig. 1: plastic aluminium-sandwiched clad plate structure and stealthy mechanism schematic diagram.1-1. fastening bolt；1-2. plastic substrate；1-
3. aluminium wire netting reinforcement；1-4. punches aluminium strip reinforcement；1-5. earth lead.
Fig. 2: arc tile and its processing method schematic diagram.2-1. arc tile；2-2. radius；The upper camber line of 2-3.；2-
4. lower camber line；The end 2-5. Tenon；The side 2-6. Tenon.
Fig. 3: big hangar arc workshop schematic diagram.
Fig. 4: the schematic diagram of manufacturing method of lock.4-1. tile；4-2. bicylindrical through-hole；4-3. crosses double circles；4-4. watt
Piece interface line.
Fig. 5: automobile carries yataghan 10 and seeks boat guided missile invisible protective cover schematic diagram.
Fig. 6: the installation method schematic diagram of lock.6-1. tile；6-2. lock；6-3. aluminium wire netting reinforcement；6-4. stop
Plate；6-5. latches turnbuckle；6-6. check plate fixing bolt.
Fig. 7: space shuttle workshop schematic diagram.7-1. wall；7-2. arc workshop；7-3. space shuttle；7-4. carrying is big
Aircraft；7-5. water-proof curtain；7-6. carries pallet；7-7. ground；7-8. seismic isolation apparatus；7-9. elasticity thrust terminator.
Fig. 8 Long Range Rocket Gun invisible protective cover installation method schematic diagram.
Fig. 9 train carries all borders guided missile stealth compartment schematic diagram.
Figure 10 train carries all borders guided missile stealth car-switch schematic diagram.10-1. open state；10-2. guided missile；10-3.
Closed state；10-4. stealthy car body；10-5. guided missile support.
The box-like elastic composite pier schematic diagram of Figure 11 multi-tiered compression groups of springs.11-1. carrying pallet；Fixed circle on 11-2.
Disk；11-3. upper clutch disk；The combination of 11-4. elastic composite pier reinforcement compressed spring；11-5. elastic composite pier matrix；11-
6. fixed screw；11-7. lower clutch disk；11-8. lower fixed disc；11-9. RC Circular pier.
Figure 12 train week border guided missile invisible garage schematic diagram.
Embodiment
One, is according to described in [0004], the manufacturer of this construction material of thickening type plastic aluminium-sandwiched clad plate selected by this patent
Method is manufactured by " multilayer Zeng Qiangti semi-mechanization production equipment ", after ripe, carries out full-automatic digital improvement.
Two, are according to described in [0009], to ensure that big hangar designs that radian is up to standard, does not occur crooked distortion, when assembled, it is necessary to
Ensure the tight joint close in each position, it is regular that interface is straight, close inspection standard and inspection program.
Three, according to described in [0010], lock the production method is as follows: in tile (4-1 of such as Fig. 4) interface line (such as Fig. 4
Draw vertical line AB on 4-4) and interface line intersects at K, O is taken by circular diameter 1/3 is designed to interface line two sides along vertical line with K point1、
O2Two o'clock is drawn double circles (4-3 of such as Fig. 4) to design circular radius, is intersected at C, D, which need to fall in centered on the two o'clock
On interface line；Respectively with O1、O2Centered on, two bicylindrical through-holes to cross are milled out (as schemed with trapezoidal circular milling knife by design requirement
4 4-2), and check plate (6-4 of such as Fig. 6) is installed with fixing bolt (6-6 of such as Fig. 6) in via bottoms；Φ 0.2mm will be used
Aluminium wire weaves, aperture is that 0.8~1mm bicylindrical shape three-dimensional aluminium wire reinforcement (6-3 of such as Fig. 6) is placed in bicylindrical through-hole,
HDPE is injected with miniature injection machine, tension check plate is unloaded after condensation, with pressure by shaped lock (6-2 of such as Fig. 6)
It releases；Bicylindrical through-hole will be again pushed into after lock gluing and check plate is installed, will be latched with turnbuckle (6-5 of such as Fig. 6)
It tenses.In principle, every meter setting 1 lock, with achieve the purpose that draw constantly, pull not open, turn round it is not rotten.
Four, are according to described in [0011], and for anti-macroseism, patent is provided with seismic isolation apparatus, and the manufacturing method of the device is such as
Under: this patent is me using " the box-like elastic composite pier of multi-tiered compression groups of springs " (such as Figure 11) as seismic isolation apparatus main body
For granted patent of invention in 2016.The compound pier matrix is rubber, and reinforcement is the big specification compressed spring of diameter 1.5m, hereafter
A spring (11-4 of such as Figure 11) is arranged in the every reduction 0.15m of its radius, is thusly-formed " spring assembly ", each spring is consolidated by briquetting
It is scheduled on the upper and lower clutch disk (11-3 and 11-7 of such as Figure 11) of diameter 2m, the clutch disk and carrying pallet are integrated poured
Upper fixed disc (11-2 of such as Figure 11) and with the RC Circular pier (11-9 of such as Figure 11) of ground it is integrated poured under
Fixed disc (11-8 of such as Figure 11) is connected.Elastic composite pier maximum compression stroke is 0.1m, and load load center of gravity is in 0.05m
Place adjusts the position of load center of gravity by changing the specification of spring steel.Elastic composite pier occupied area is 2*2 (m), between pier
Channel width 0.8m, high 2m, carrying tray area corresponding thereto are 2.4*2.4 (m), for this purpose, carrying out reinforcing bar in carrying pallet
When concrete is poured, reinforcing bar connection should be carried out by unit of this area, then carried out integrated poured.Carry pallet thickness, Ying Gen
It is determined according to load and big hangar total weight, elastic composite pier is then determined most according to carrying pallet, load, big hangar total weight
Big load.
Claims (3)
1. a kind of method of construction for building large aircraft workshop or hangar with thickening type plastic aluminium-sandwiched clad plate, it is characterised in that:
Selected construction material is with integrating multinomial hidden function and the firm rectangle thickening type plastic clip aluminium of quality is answered
It is then assembled to be fabricated to arc tile by the plate for plywood toughness body, the big hangar be arc, greatly degree of collapsing, without beam column and
Inhale the building of wave stealth；It is assembled along the camber line of tile gluing arranged side by side by wall brick its " tooled joint method " between tile, between end, use
" stacking of stone arch bridge " presses the cutting angle stack assembly of tile end；In order to overcome and inhibit tile interface to be possible to produce
The raw bursting stress being derived from axially or radially is strengthened and is connected between tile, improves big hangar entire compression ability and antidetonation energy
Power, patent are provided with inverted trapezoidal bicylindrical formula at tile interface line and latch.
2. according to claim 1, being the system of tile with the critical process that thickening type plastic aluminium-sandwiched clad plate builds big hangar
Make, it is characterised in that: Tenon processing is carried out with notch tenon processing method to two side elevations of material of rectangular channel first and is then pressed
According to design radian by the plate stamping camber tile；Tile is inverted, on the basis of two terminal As, D of the above camber line, to setting
Radius is drawn in the center of circle of meter circular arc and lower camber line intersects at C, F, produces cutting angle ACB and cutting angle DFE at tile both ends；With
The processing of notch tenon is carried out to tile both ends on the basis of the face AC and the face DF；Tile is the basic of big hangar construction, it is necessary to strict implement
Manufacturing process flow and tolerance.
3. according to claim 1, connected between tile to strengthen, improve big hangar entire compression ability, shock resistance and
Anti- strong storm surge ability is provided with inverted trapezoidal bicylindrical formula at tile interface line and latches, and production method is characterized in that:
Draw vertical line AB on tile interface line and interface line intersects at K, presses the 1/ of design round diameter to interface line two sides along vertical line with K point
3 take O1、O2Two o'clock is drawn double circles to design circular radius, is intersected at C, D, which need to fall in interface line centered on the two o'clock
On；Respectively with O1、O2Centered on, two bicylindrical through-holes to cross are milled out with trapezoidal circular milling knife by design requirement, and at through-hole bottom
Face is installed by check plate；It is double that woven with Φ 0.2mm aluminium wire, aperture is that 0.6~1mm bicylindrical shape three-dimensional aluminium wire reinforcement is placed in
In cylindrical hole, HDPE is injected with miniature injection machine, unloads check plate after condensation, is released shaped lock with pressure；
Vestibule will be again pushed into after lock gluing and check plate is installed again, tensed lock with turnbuckle.In principle, every meter of setting
1 lock, with achieve the purpose that draw constantly, pull not open, turn round it is not rotten.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811030474.5A CN109653366B (en) | 2018-08-29 | 2018-08-29 | Method for building large aircraft factory building or hangar by using thickened plastic aluminum-sandwiched composite plates |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811030474.5A CN109653366B (en) | 2018-08-29 | 2018-08-29 | Method for building large aircraft factory building or hangar by using thickened plastic aluminum-sandwiched composite plates |
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| Publication Number | Publication Date |
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| CN109653366A true CN109653366A (en) | 2019-04-19 |
| CN109653366B CN109653366B (en) | 2021-04-27 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20220396961A1 (en) * | 2021-06-10 | 2022-12-15 | Mohamad Dawas | Chemical Storage Tank Assembly |
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| US6243994B1 (en) * | 1999-01-11 | 2001-06-12 | Bebo Of America, Inc. | Joint for pre-cast concrete twin-leaf arch sections |
| WO2009044277A2 (en) * | 2007-10-03 | 2009-04-09 | Nelson, Antoine | Railway arch linings and mezzanine floors |
| CN102797372B (en) * | 2012-07-16 | 2015-09-02 | 孙经尧 | A kind of method guaranteeing nuclear power plant's safe operation when being caused tsunami by special violent earthquake |
| CN106065665A (en) * | 2016-07-25 | 2016-11-02 | 大唐环境产业集团股份有限公司 | A kind of super-span storage canopy and method of construction thereof |
| CN207553304U (en) * | 2017-08-03 | 2018-06-29 | 北京元恒大通科技有限公司 | Inflatable structure ontology and inflatable Building block |
-
2018
- 2018-08-29 CN CN201811030474.5A patent/CN109653366B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6243994B1 (en) * | 1999-01-11 | 2001-06-12 | Bebo Of America, Inc. | Joint for pre-cast concrete twin-leaf arch sections |
| WO2009044277A2 (en) * | 2007-10-03 | 2009-04-09 | Nelson, Antoine | Railway arch linings and mezzanine floors |
| CN102797372B (en) * | 2012-07-16 | 2015-09-02 | 孙经尧 | A kind of method guaranteeing nuclear power plant's safe operation when being caused tsunami by special violent earthquake |
| CN106065665A (en) * | 2016-07-25 | 2016-11-02 | 大唐环境产业集团股份有限公司 | A kind of super-span storage canopy and method of construction thereof |
| CN207553304U (en) * | 2017-08-03 | 2018-06-29 | 北京元恒大通科技有限公司 | Inflatable structure ontology and inflatable Building block |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20220396961A1 (en) * | 2021-06-10 | 2022-12-15 | Mohamad Dawas | Chemical Storage Tank Assembly |
| US11725412B2 (en) * | 2021-06-10 | 2023-08-15 | Mohamad Dawas | Chemical storage tank assembly |
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| CN109653366B (en) | 2021-04-27 |
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