CN103510615A - Air column type building and space structure system - Google Patents
Air column type building and space structure system Download PDFInfo
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- CN103510615A CN103510615A CN201210218786.5A CN201210218786A CN103510615A CN 103510615 A CN103510615 A CN 103510615A CN 201210218786 A CN201210218786 A CN 201210218786A CN 103510615 A CN103510615 A CN 103510615A
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
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Abstract
The invention discloses an air column type building and space structure system. The air column type building and space structure system is composed of an air column structure, a base, other building and space structure parts, an air supply system and the like. According to the air column type building and space structure system, the high-pressure air column structure serves as all or part of a framework of the building and space structure system, a full-open or semi-open main structure is adopted, and therefore needed insulation and protection capacity of the building and space structure system is guaranteed, and the air column type building and space structure system is high in altitude, large in size, high in maneuverability, and high in economical efficiency.
Description
Affiliated technical field
Belong to the setting of architecture and space structure.
Background technology
Existing inflation castle, gas mould building, air-inflated arch etc. have been realized the object of utilizing draught head to build artificial space preferably, but it all adopts low pressure pneumatic structure and has it not enough accordingly: as low pressure gas column needs larger cross-sectional area, just can provide corresponding structure strength, thereby take large volume and space, more cannot strengthen wind loading rating, also be difficult to the building types and the space structures that provide higher, fail gas column type building the flexible superiority waiting of altitude maneuver to give full play of.
The object of innovation and creation
The object of the invention is to make architecture and space structural system when thering is required corresponding function, can realize better maximization, high cavitation and vehicularized complete unification.
Technical scheme and beneficial effect
The object of the present invention is achieved like this: utilize the gas column structure of high pressure, higher pressure as all or part of skeleton of architecture and space structural system, adopt Full-open, semi-open etc. overall structure types simultaneously, make architecture and space structural system have requiredly in the ability of protecting, realize the complete unification of high cavitation, large volumeization and high maneuverability, high economy.
It can be comprised of gas column cage construction, base, other architecture and space structure member, air supply system etc., the gas column cage construction (1) of high pressure, higher pressure is on support system (2), and air pump and other air supply system are directly connected with gas column cage construction (1) or are connected with gas column cage construction (1) by support system (2).
Accompanying drawing explanation
Situation as shown in Figure of description 1-12:
Accompanying drawing 1a, accompanying drawing 1b, accompanying drawing 1c are respectively a kind of front view, top view and left view of the gas column type architecture and space structural system without concrete guard member.
Accompanying drawing 2a, accompanying drawing 2b, accompanying drawing 2c are respectively a kind of front view, top view and left view of gas column type architecture and space structural system of outer attached net formula guard member.
Accompanying drawing 3a, accompanying drawing 3b, accompanying drawing 3c are respectively a kind of front view, top view and left view of gas column type architecture and space structural system of liner net formula guard member.
What accompanying drawing 4 was shown is a kind of gas column type architecture and space structural system that chimney current pulls up passage that has.
Accompanying drawing 5 is shown is the situation of partial structurtes that simultaneously contains the system of big or small gas column cage construction and protecting wire net.
Accompanying drawing 6,7 is all shown is the fall top view of formula safety and protection structural system of adoptable umbrella.
What accompanying drawing 8 was shown is to have the gas column type architecture and space structural system that fall proof structure arranges.
What accompanying drawing 9 was shown is earthquake proof construction and the spatial structure system with gas column type base.
Accompanying drawing 10a, accompanying drawing 10b, accompanying drawing 10c are respectively a kind of enlarged drawing of part-structure of front view, left view and gas column pressurize extension and retraction system of the gas column type architecture and space structural system with gas column pressurize extension and retraction system.
Accompanying drawing 11a, accompanying drawing 11b, accompanying drawing 11c are respectively a kind of enlarged drawing of part-structure of front view, left view and gas column pressurize extension and retraction system etc. of the gas column type architecture and space structural system with gas column pressurize extension and retraction system and linked protection structure.
Accompanying drawing 12a, accompanying drawing 12b be respectively have three grades of liftings and working platform the skeleton architecture and space structural system of gas column conquer state diagram and state diagram is stood in expansion.
The specific embodiment
From many aspects, the specific embodiment of architecture and space structural system of the present invention, concrete structure situation etc. is set forth respectively below:
(1)
As required can be with the net formula that is connected with gas column cage construction (1), membrane type, board-like guard member (3) the part or all of safeguard structure as architecture and space structural system; (as shown in accompanying drawing 2,3 etc.).
Can adopt as required a top seal, other parts or open wide completely or only with block every protecting or only making less partially enclosed formula every protecting processing, thereby building structure simplification, cost, wind loading rating are obviously strengthened.
Can adopt as required larger area only on closedtop enclosed every the bottom of the building body protecting, arrange compared with the special enclosure space of small size, this special enclosure space can be various totally enclosed structures, also can be local totally-enclosed or only with filter, seal.
The chimney current with certain altitude can be set as required on gas column type architecture and space structural system and pull up passage (7), so that the natural ventilation ability that gas column type architecture and space structural system has had.(as shown in Figure 4).
(2)
The set top net formula guard member (3) of architecture and space structural system can be taken and invest on gas column cage construction (1) as required.(as shown in accompanying drawing 2 grades).
The set top net formula guard member (3) of architecture and space structural system also can be hung under gas column cage construction (1) as required, can make like this gas column skeleton avoid the direct impact of ball etc. for sports tournament, thereby extend the application life of gas column; Sidewall net formula guard member (3) also can hang on sidewall gas column cage construction (1) inner side, and can leave gas column certain distance, can oppose side wall gas column cage construction (1) produce protective effect equally.(as shown in Figure 3).
Gas column cage construction (1) can be crisscross space web form as required, between large gas column skeleton (1), can establish little gas column cage construction (4) again.(as shown in Figure 5).
As required the inside air flue between atmosphere spinous process of the seventh cervical vertebra frame (1), between stingy spinous process of the seventh cervical vertebra frame (4) and between atmosphere spinous process of the seventh cervical vertebra frame (1) and stingy spinous process of the seventh cervical vertebra frame (4) can fit conveniently, reliable and safe considering, or whole UNICOM or be divided into some separate air flue UNICOM system and air supply systems mutually.
Can establish as required the umbrella formula safety and protection structural system that falls: at the top of gas column type architecture and space structural system, can establish the lightweight face structure 6 that area is larger; lightweight face structure 6 can have the function of rain and sun; in system, receive, can also resemble in the situation such as gas column skeleton catastrophic failure the falling speed that greatly reduces dependency structure parachute, thus protection dependency structure and system.(as shown in accompanying drawing 6,7).
(3)
Can setting tool have the rigidity of suitable height or there is the independently gas column type of higher assurance and the fall proof structure (5) of other form as required; by direct connection, jacking and other proper method; the gas column type cage construction (1) that fall proof structure (5) can lose efficacy seriously gas leakage, step-down and the net formula connecting thereof, membrane type, board-like guard member (3) are limited on certain height and locus, thereby whole gas column type architecture and space structural system and inner personnel and facility thereof are formed to effectively protection.(as shown in Figure 8).
The fall proof structure (5) with relatively independent function also can jointly be strengthened under normal circumstances the skeleton system of whole system, optimize structure and the layout of skeleton together with gas column type cage construction (1), guarantees the high degree of flexibility that whole system mounting or dismounting are used simultaneously.
(4)
The inside of gas column type Architecture and structure system can be provided with the part building structure of rigidity, complete building body and even the architectural complex of rigidity as required, by adopting suitable gas column cage construction (1) and the net formula being connected with gas column cage construction (1), membrane type and board-like guard member (3) to carry out permanent seasonal or provisional protection to above-mentioned corresponding rigidity building system.
(5)
The base portion of gas column type Architecture and structure system can adopt the form of structure that can horizontally rotate as required, gas column skeleton on base and gas column type architecture and space structural system can rotate with its base, thereby make its can with sunshine angle etc. variation change towards, to realize building interior, obtain sunshine more by force or still less, also can obtain the abilities such as better wind resistance simultaneously.
(6)
Gas column type Architecture and structure system also can be as gas column type base or the bottom building of the building body (8) of rigidity and other form, thereby greatly improves the shock resistance of whole building system.
The public air bag (9) on gas column type base Ke You top and all polymolecular gas columns (10) of bottom form jointly, each molecule gas column both all can only have the open molecule air bag being connected with public air bag (9), also can all only there is the closed molecule air bag of complete independent sealing, thereby also can adopt the molecule air bag of above-mentioned two kinds of forms to form the form of structure of compound molecule air bag simultaneously.(as shown in Figure 9).
The ground of causing in the face of earthquake etc. the vibrations that vertically rise and fall, each molecule gas column (10), with public air bag (9) together with, can weaken earthquake etc. greatly to the porpoising of building body and vertical impact.
First can there is the variation of shape, volume and pressure and weaken and apparatus with shock absorbing in each molecule gas column (10) directly contacting with ground on the one hand, on the other hand, transfer function earthquake by each molecule gas column (10) also will produce impact to public air bag (9) simultaneously, and also make public air bag (9) that the variation of corresponding shape, volume and pressure occurs, thereby also can make impact energy further be absorbed, shake and further weakened.
When earthquake etc. causes ground lateral oscillation to rock, because the single horizontal sectional area of public air bag (9) numerous molecule gas columns (10) below all can be less, therefore all can there is the rotation mutually collaborative with institute kiss the earth and rock in the lower end of each molecule gas column (10), the upper end of each molecule gas column (10) being connected with public air bag (9) can be substantially not the displacement in occurred level direction move, thereby also make whole public air bag (9) on it and the spatial structure systems such as building body (8) more above rocking and movement in occurred level direction not substantially, make whole architecture and space structural system there is the stronger abilities such as antidetonation.
(7)
In gas column type Architecture and structure system, can establish gas column pressurize extension and retraction system, gas column pressurize extension and retraction system can by roller (11) and other suitable form can the pressurize folding and unfolding band of gas the band of gas receive guide structure, the band of gas of rolling wheel (12) and other suitable form stores structure, and air pressure energy-recuperation system, dynamical system and other structural system form; (as shown in accompanying drawing 10,11).
Gas column cage construction can pressurize folding and unfolding inflation pipe racks---the pressurize folding and unfolding band of gas (13) can be stored up and emit to be coiled in the special modality that the form of rolling wheel (12) is stored up among the band of gas stores structure, the pressurize folding and unfolding band of gas (13) is received guide structure by the band of gas of roller (11) and other suitable form, the outer end of the pressurize folding and unfolding band of gas (13) is connected and UNICOM with not needing the non-pressurize folding and unfolding band of gas (14) of other gas column cage construction of pressurize folding and unfolding, and the non-pressurize folding and unfolding band of gas (14) is connected with air supply system and air pressure energy-recuperation system.
In use, at gas column type architecture and space structural system, from the state of conquering, become in the process of launching the state stand, air supply system is first to the interior air feed of the non-pressurize folding and unfolding band of gas (14) of the gas column cage construction that does not need pressurize folding and unfolding of states such as spreading out, after its inside reaches certain briquetting pressure and the abundant bulging of this part gas column cage construction is propped up, the pressurize folding and unfolding band of gas (13) is received guide structure and is slowly emitted from the band of gas, pressurize folding and unfolding band of gas bulging under the effect of supply gas pressure of emitting is propped up, direction initialization is together lifted and guided into the gas column cage construction that moves upward and the non-pressurize folding and unfolding band of gas (14) is formed, until total system reaches required height and position.
At gas column type architecture and space structural system, from the state that launches to stand, become in the process of the state of conquering,
On the one hand the gases at high pressure in whole gas column cage construction can be by the controlled discharge of air pressure energy-recuperation system that is connected with the non-pressurize folding and unfolding band of gas (14) or direct controlled entering in atmospheric environment, on the other hand, the pressurize folding and unfolding band of gas (13) is received after the roller (11) of guide structure and the rolling wheel (12) that the band of gas stores structure etc. shrivel and is taken in and lay among the band of gas stores structural system with corresponding speed by the band of gas under the effect of dynamical system, thereby make can possess all the time needed operating pressure in the pressurize folding and unfolding band of gas (13) of not yet packing up of gas column pressurize extension and retraction system outside and the non-pressurize folding and unfolding band of gas (14), thereby guarantee that corresponding architecture and space structure division is all the time in launching, the conformal state such as stand, and with the expansion of conformal, the state such as stand is realized contraction and the variation of height etc.
So, whole architecture and space structural system will be realized ascending, descending under the state in skeleton pressurize, system conformal, thus can realize completely along specific spatial channel better, highlyer also more safely freely rise landing.
The outer rim of the pressurize folding and unfolding band of gas (13) can be established band of gas syndeton (15) as required, the setting of band of gas syndeton (15) should not hinder the reliable of the pressurize folding and unfolding band of gas (13) and efficiently stores up and emit, the cage construction of the forms such as other band of gas, web frame, the skeletons such as membrane structure can be connected with the pressurize folding and unfolding band of gas (13) by band of gas syndeton (15) with safeguard structure (16), and form that can be in the folding and unfolding process of the pressurize folding and unfolding band of gas (13) or to be fixedly linked, or be connected with it with the form of motor-driven connecting dividing, thereby together with the skeleton that makes whole architecture and space structural system and safeguard structure etc., realize reliable under pressurize and conformal state, freely with take down the exhibits efficiently, lifting with rise and fall.
As required can be simultaneously for other skeleton and safeguard structure (16), arrange and store up accordingly and unfold structure.
Can manufacture as required and adopt the splicing thread that is provided with metal and other suitable form and even the pressurize folding and unfolding band of gas (13) that strengthens net, to improve tensile strength and the anti-interior ability of pressing of the pressurize folding and unfolding band of gas (13).
Can manufacture as required and adopt the bullet that is provided with rubber and other suitable form to become and the band of gas of the outer rim structure that protectiveness is good is received the roller (11) of guide structure and the rolling wheel (12) that the band of gas stores structure, so that the pressurize folding and unfolding band of gas (13) is without prejudice in pressurize folding and unfolding process.
The folding and unfolding that utilizes as required the pressurize of above-mentioned gas column skeleton, the conformal of architecture and space structural system with rise mode and facility system thereof and can manufacture chimney, the gas Tower System with larger height and the hoisting system with higher jacking capacity.
(8)
Can be by water pump, air pump, relevant dynamical system, gas column pressurize extension and retraction system, small-sized water storage system Ju Zhi high-altitude, thereby secondary lifting and the working platform (17) of architecture and space structural system are set on corresponding height and space, also can build as required higher three grades, multistage lifting and working platform (18), thereby can create the multistage air feed with high high form, voltage supply, multistage water supply, the skeleton architecture and space structural system of more much higher level gas column of the high maneuverability of retaining and multistage motivational guarantee, to meet security against fire, tourism physical culture, the special requirement of production of energy etc.(as shown in accompanying drawing 12).
Above-mentioned two-stage, three grades, the support system (2) of the skeleton architecture and space structural system of multistage gas column can be integrated and arrange with corresponding lifting and working platform as required.
Because the required air pump of configurable air feed, voltage supply, multistage water supply, retaining and multistage power on liftings at different levels and working platform, water pump, motor and gas column pressurize extension and retraction system all contain irreplaceable rigid structures part, therefore liftings at different levels and Work platform system all can be, contain and occupy the space of certain altitude and the rigid structures system of area, thereby can form together multistage composite lifting and the Work platform system with (can uprise) multistage rigid structures system.
Between liftings at different levels and Work platform system, by being connected by folding and unfolding gas column skeleton-pressurize folding and unfolding band of gas (13), gas column pressurize extension and retraction system (19) can be located on liftings at different levels and working platform.
When the skeleton architecture and space structural system of whole multistage gas column is when conquering state, lifting in one-level above and Work platform system can, as folding container-type and withhold on the lifting and Work platform system of one-level below, can add corresponding latching device so that connection is more reliable certainly; Now between each lifting and Work platform system can folding and unfolding gas column cage construction---the pressurize folding and unfolding band of gas (13) is with pressure state of ambient pressure---internal gas pressure and the essentially identical state of environment atmospheric pressure of living in store up among corresponding gas column pressurize extension and retraction system.
When the skeleton architecture and space structural system of whole multistage gas column is when the state of conquering becomes the state that launches to stand, the pressurize folding and unfolding band of gas (13) between each lifting and Work platform system spues under the effect of the blowing pressure from corresponding gas column pressurize extension and retraction system, bulging, prop up, stand, and with the bulging of constantly launching and extend, stand the independent or several posts of state and jointly the architecture and space structure division above it is lifted, this process can be the process that liftings at different levels and Work platform system carry out simultaneously, also can be from top to bottom or classification from the bottom to top carry out successively, the process completing successively.
On the skeleton architecture and space structural system of above-mentioned multistage gas column, can add as required the upper and lower Multi-stage flexible pipeline of the perforation that is connected with Work platform system with multistage lifting, variable flexible water tank, flexible air-bag etc., and can utilize they and corresponding dynamical system that the liquids such as the water of required pressure, gas are carried, are stored on the platform and space of high-altitude-superaltitude.
Can various liquids and non-liquid material lifting be arrived on high-altitude-superhigh-altitude platform with systems such as motor, ropes as required, logistics and the stream of people that also can adopt the aerial transportations such as helicopter, dirigible to realize between above-mentioned high-altitude-superhigh-altitude platform and ground etc. contact.
(9)
Can make as required described architecture and space structural system combine with caravan formula system, produce the architecture and space structural system of the portable garage integral type with higher, faster mobility, realize the leap that dolly Bian great room, dragged small motor home become building car.
(10)
Can make as required described architecture and space structural system combine with systems such as fire fighting trucks, produce the high-altitudes such as fire-fighting aircraft carrier, superaltitude relief and the induction system with higher, faster mobility and higher lifting and the ability of delivery, fire-fighting, the safety that meets high level, super highrise building etc. is rescued and the special needs that transport etc.
Claims (10)
1. a gas column type architecture and space structural system, it is comprised of gas column structure, base, other architecture and space structure member, air supply system etc., it is characterized in that adopting high pressure, higher pressure gas column structure as all or part of skeleton of architecture and space structural system, gas column cage construction (1) is on support system (2), and air pump and other air supply system are directly connected with gas column cage construction (1) or are connected with gas column cage construction (1) by support system (2).
2. gas column type architecture and space structural system according to claim 1, is characterized in that: can adopt Full-open, semi-open general structure and distribution form;
Can adopt as required a top seal, other parts or open wide completely or only with block every protecting or only making less partially enclosed formula every protecting processing;
As required can be with the net formula that is connected with gas column cage construction (1), membrane type, board-like guard member (3) the part or all of safeguard structure as architecture and space structural system;
Can adopt as required larger area only on closedtop enclosed every the bottom of the building body protecting, arrange compared with the special enclosure space of small size, this special enclosure space can be various totally enclosed structures, also can be local totally-enclosed or only with filter, seal;
Set top net formula guard member (3) can be hung under gas column cage construction (1) as required, sidewall net formula guard member (3) also can hang on sidewall gas column cage construction (1) inner side, and can leave gas column certain distance;
Gas column cage construction (1) can be crisscross space web form as required, between large gas column skeleton (1), can establish little gas column cage construction (4) again;
As required the inside air flue between atmosphere spinous process of the seventh cervical vertebra frame (1), between stingy spinous process of the seventh cervical vertebra frame (4) and between atmosphere spinous process of the seventh cervical vertebra frame (1) and stingy spinous process of the seventh cervical vertebra frame (4) can fit conveniently, reliable and safe considering, or whole UNICOM or be divided into some separate air flue UNICOM system and air supply systems mutually;
Can establish as required the umbrella formula safety and protection structural system that falls: at the top of gas column type architecture and space structural system, can establish the lightweight face structure 6 that area is larger, lightweight face structure 6 can have the function of rain and sun, receives, can also resemble in the situation such as gas column skeleton catastrophic failure the falling speed that greatly reduces dependency structure parachute in system;
On gas column type architecture and space structural system, can setting tool there is the chimney current of certain altitude to pull up passage (7) as required.
3. gas column type architecture and space structural system according to claim 1, it is characterized in that: can setting tool have the rigidity of suitable height or there is the independently gas column type of higher assurance and the fall proof structure (5) of other form, by direct connection, jacking and other proper method, the gas column type cage construction (1) that fall proof structure (5) can lose efficacy seriously gas leakage, step-down and the net formula connecting thereof, membrane type, board-like guard member (3) are limited on certain height and locus;
The fall proof structure (5) as required with relatively independent function also can jointly be strengthened under normal circumstances the skeleton system of whole system, optimize structure and the layout of skeleton together with gas column type cage construction (1), guarantees the high degree of flexibility that whole system mounting or dismounting are used simultaneously.
4. gas column type architecture and space structural system according to claim 1, it is characterized in that: its inside can be provided with the part building structure of rigidity, complete building body and even the architectural complex of rigidity, by adopting suitable gas column cage construction (1) and the net formula being connected with gas column cage construction (1), membrane type and board-like guard member (3) to carry out permanent seasonal or provisional protection to above-mentioned corresponding rigidity building system.
5. gas column type architecture and space structural system according to claim 1, it is characterized in that: its base portion adopts the form of structure that can horizontally rotate, gas column skeleton on base and gas column type architecture and space structural system can rotate with its base, thereby make its can with sunshine angle etc. variation change towards, to realize building interior, obtain sunshine more by force or still less, also can obtain the abilities such as better wind resistance simultaneously.
6. gas column type architecture and space structural system according to claim 1, is characterized in that: gas column type Architecture and structure system also can be as gas column type base or the bottom building of the building body (8) of rigidity and other form;
The public air bag (9) on gas column type base Ke You top and all polymolecular gas columns (10) of bottom form jointly, each molecule gas column both all can only have the open molecule air bag being connected with public air bag (9), also can all only there is the closed molecule air bag of complete independent sealing, thereby also can adopt the molecule air bag of above-mentioned two kinds of forms to form the form of structure of compound molecule air bag simultaneously;
The ground of causing in the face of earthquake etc. the vibrations that vertically rise and fall, each molecule gas column (10), with public air bag (9) together with, can weaken earthquake etc. greatly to the porpoising of building body and vertical impact;
When earthquake etc. causes ground lateral oscillation to rock, because the single horizontal sectional area of public air bag (9) numerous molecule gas columns (10) below all can be less, therefore all can there is the rotation mutually collaborative with institute kiss the earth and rock in the lower end of each molecule gas column (10), the upper end of each molecule gas column (10) being connected with public air bag (9) can be substantially not the displacement in occurred level direction move, thereby also make whole public air bag (9) on it and the spatial structure systems such as building body (8) more above rocking and movement in occurred level direction not substantially.
7. gas column type architecture and space structural system according to claim 1, it is characterized in that: can be provided with gas column pressurize extension and retraction system, gas column pressurize extension and retraction system can by roller (11) and other suitable form can the pressurize folding and unfolding band of gas the band of gas receive guide structure, the band of gas of rolling wheel (12) and other suitable form stores structure, and air pressure energy-recuperation system, dynamical system and other structural system form;
Gas column cage construction can pressurize folding and unfolding inflation pipe racks---the pressurize folding and unfolding band of gas (13) can be stored up and emit to be coiled in the special modality that the form of rolling wheel (12) is stored up among the band of gas stores structure, the pressurize folding and unfolding band of gas (13) is received guide structure by the band of gas of roller (11) and other suitable form, the outer end of the pressurize folding and unfolding band of gas (13) is connected and UNICOM with not needing the non-pressurize folding and unfolding band of gas (14) of other gas column cage construction of pressurize folding and unfolding, and the non-pressurize folding and unfolding band of gas (14) is connected with air supply system and air pressure energy-recuperation system;
In use, at gas column type architecture and space structural system, from the state of conquering, become in the process of launching the state stand, air supply system is first to the interior air feed of the non-pressurize folding and unfolding band of gas (14) of the gas column cage construction that does not need pressurize folding and unfolding of states such as spreading out, after its inside reaches certain briquetting pressure and the abundant bulging of this part gas column cage construction is propped up, the pressurize folding and unfolding band of gas (13) is received guide structure and is slowly emitted from the band of gas, pressurize folding and unfolding band of gas bulging under the effect of supply gas pressure of emitting is propped up, direction initialization is together lifted and guided into the gas column cage construction that moves upward and the non-pressurize folding and unfolding band of gas (14) is formed, until total system reaches required height and position,
At gas column type architecture and space structural system, from the state that launches to stand, become in the process of the state of conquering:
On the one hand the gases at high pressure in whole gas column cage construction can be by the controlled discharge of air pressure energy-recuperation system that is connected with the non-pressurize folding and unfolding band of gas (14) or direct controlled entering in atmospheric environment, on the other hand, the pressurize folding and unfolding band of gas (13) is received after the roller (11) of guide structure and the rolling wheel (12) that the band of gas stores structure etc. shrivel and is taken in and lay among the band of gas stores structural system with corresponding speed by the band of gas under the effect of dynamical system, thereby make can possess all the time needed operating pressure in the pressurize folding and unfolding band of gas (13) of not yet packing up of gas column pressurize extension and retraction system outside and the non-pressurize folding and unfolding band of gas (14), thereby guarantee that corresponding architecture and space structure division is all the time in launching, the conformal state such as stand, and with the expansion of conformal, the state such as stand is realized contraction and the variation of height etc.,
The outer rim of the pressurize folding and unfolding band of gas (13) can be established band of gas syndeton (15) as required, the setting of band of gas syndeton (15) should not hinder the reliable of the pressurize folding and unfolding band of gas (13) and efficiently stores up and emit, the cage construction of the forms such as other band of gas, web frame, the skeletons such as membrane structure can be connected with the pressurize folding and unfolding band of gas (13) by band of gas syndeton (15) with safeguard structure (16), and form that can be in the folding and unfolding process of the pressurize folding and unfolding band of gas (13) or to be fixedly linked, or be connected with it with the form of motor-driven connecting dividing, thereby together with the skeleton that makes whole architecture and space structural system and safeguard structure etc., realize reliable under pressurize and conformal state, freely with take down the exhibits efficiently, lifting with rise and fall,
As required can be simultaneously for other skeleton and safeguard structure (16), arrange and store up accordingly and unfold structure;
Can manufacture as required and adopt the splicing thread that is provided with metal and other suitable form and even the pressurize folding and unfolding band of gas (13) that strengthens net;
Can manufacture as required and adopt the bullet that is provided with rubber and other suitable form to become and the band of gas of the outer rim structure that protectiveness is good is received the roller (11) of guide structure and the rolling wheel (12) that the band of gas stores structure;
The folding and unfolding that utilizes the pressurize of above-mentioned gas column skeleton, the conformal of architecture and space structural system with rise mode and facility system thereof and can manufacture chimney, the gas Tower System with larger height and the hoisting system with higher jacking capacity.
8. according to claim 1, gas column type architecture and space structural system described in 7, it is characterized in that: can be by water pump, air pump, relevant dynamical system, gas column pressurize extension and retraction system, small-sized water storage system Ju Zhi high-altitude, thereby highly with on space secondary lifting and working platform (17) are set corresponding, also can build as required higher three grades, multistage lifting and working platform (18), thereby can create the multistage air feed with high high form, voltage supply, multistage water supply, the skeleton architecture and space structural system of more much higher level gas column of the high maneuverability of retaining and multistage motivational guarantee, to meet security against fire, tourism physical culture, the special requirement of production of energy etc.,
Above-mentioned two-stage, three grades, the support system (2) of the skeleton architecture and space structural system of multistage gas column can be integrated and arrange with corresponding lifting and working platform as required;
Because the required air pump of configurable air feed, voltage supply, multistage water supply, retaining and multistage power on liftings at different levels and working platform, water pump, motor and gas column pressurize extension and retraction system all contain irreplaceable rigid structures part, therefore liftings at different levels and Work platform system all can be, contain and occupy the space of certain altitude and the rigid structures system of area, thereby can form together multistage composite lifting and the Work platform system with (can uprise) multistage rigid structures system;
Between liftings at different levels and Work platform system, by being connected by folding and unfolding gas column skeleton-pressurize folding and unfolding band of gas (13), gas column pressurize extension and retraction system (19) can be located on liftings at different levels and working platform;
When the skeleton architecture and space structural system of whole multistage gas column is when conquering state, lifting in one-level above and Work platform system can, as folding container-type and withhold on the lifting and Work platform system of one-level below, can add corresponding latching device so that connection is more reliable certainly; Now between each lifting and Work platform system can folding and unfolding gas column cage construction---the pressurize folding and unfolding band of gas (13) is with pressure state of ambient pressure---internal gas pressure and the essentially identical state of environment atmospheric pressure of living in store up among corresponding gas column pressurize extension and retraction system;
When the skeleton architecture and space structural system of whole multistage gas column is when the state of conquering becomes the state that launches to stand, the pressurize folding and unfolding band of gas (13) between each lifting and Work platform system spues under the effect of the blowing pressure from corresponding gas column pressurize extension and retraction system, bulging, prop up, stand, and with the bulging of constantly launching and extend, stand the independent or several posts of state and jointly the architecture and space structure division above it is lifted, this process can be the process that liftings at different levels and Work platform system carry out simultaneously, also can be from top to bottom or classification from the bottom to top carry out successively, the process completing successively,
On the skeleton architecture and space structural system of above-mentioned multistage gas column, can add as required the upper and lower Multi-stage flexible pipeline of the perforation that is connected with Work platform system with multistage lifting, variable flexible water tank, flexible air-bag etc., and can utilize they and corresponding dynamical system that the liquids such as the water of required pressure, gas are carried, are stored on the platform and space of high-altitude-superaltitude;
Can various liquids and non-liquid material lifting be arrived on high-altitude-superhigh-altitude platform with systems such as motor, ropes as required, logistics and the stream of people that also can adopt the aerial transportations such as helicopter, dirigible to realize between above-mentioned high-altitude-superhigh-altitude platform and ground etc. contact.
9. gas column type architecture and space structural system according to claim 1, it is characterized in that: can make above-mentioned architecture and space structural system combine with caravan formula system, produce the architecture and space structural system of the portable garage integral type with higher, faster mobility.
10. gas column type architecture and space structural system according to claim 1, it is characterized in that: can make above-mentioned architecture and space structural system combine with the special maneuvering system of fire fighting truck and other form, produce there is the fire-fighting aircraft carrier of more high maneuverability and higher lifting and the ability of delivery and other high-altitude, superaltitude relief with carry maneuvering system.
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| CN201210218786.5A CN103510615A (en) | 2012-06-28 | 2012-06-28 | Air column type building and space structure system |
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| CN201210218786.5A CN103510615A (en) | 2012-06-28 | 2012-06-28 | Air column type building and space structure system |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759911A (en) * | 2017-01-24 | 2017-05-31 | 成都思源兄弟科技有限公司 | Intake type inflation film building |
| CN108277885A (en) * | 2018-04-08 | 2018-07-13 | 北京工业大学 | A kind of floating gas rib Compound Water pillow air-supported membrane structure arrangement and method for construction |
-
2012
- 2012-06-28 CN CN201210218786.5A patent/CN103510615A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759911A (en) * | 2017-01-24 | 2017-05-31 | 成都思源兄弟科技有限公司 | Intake type inflation film building |
| CN108277885A (en) * | 2018-04-08 | 2018-07-13 | 北京工业大学 | A kind of floating gas rib Compound Water pillow air-supported membrane structure arrangement and method for construction |
| CN108277885B (en) * | 2018-04-08 | 2019-09-27 | 北京工业大学 | A kind of floating gas rib Compound Water pillow air-supported membrane structure arrangement and method for construction |
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Application publication date: 20140115 |