CN201228392Y - Can change the infrastructure of growth pattern - Google Patents
Can change the infrastructure of growth pattern Download PDFInfo
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- CN201228392Y CN201228392Y CNU2007201522894U CN200720152289U CN201228392Y CN 201228392 Y CN201228392 Y CN 201228392Y CN U2007201522894 U CNU2007201522894 U CN U2007201522894U CN 200720152289 U CN200720152289 U CN 200720152289U CN 201228392 Y CN201228392 Y CN 201228392Y
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Abstract
A kind of infrastructure that can change growth pattern belongs to building, building materials, resource and infrastructure technical field; The technical problem that solves is that infrastructure can grow with each passing hour; The technical scheme that addresses this problem is to change growth pattern; Technical characterictic is compound arrangement of reinforcement of frame muscle and location thereof; The arrangement of reinforcement pattern of frame muscle building and building; The compound arrangement of reinforcement cage of frame muscle body; Frame rib component, parts and assembly; The infrastructure of integrated building of plate tower and development and use regenerative resource; Advantage is by the enhancing of transformation growth pattern realization arrangement of reinforcement, architecture advances, building integration, quality raising, gross weight reduction, function increase, input minimizing, expects to consume reduction, cost reduction, cost reduction, achieves many things at one stroke and get twice the result with half the effort; Be mainly used in the infrastructure construction field that accounts for four one-tenth of national economy, the constraint that allows the classical coupling of reinforcing bar and concrete can break away from colligation arrangement of reinforcement and welding arrangement of reinforcement as early as possible grows with each passing hour, and allows the infrastructure that grows with each passing hour realize that one becomes complete and becomes and one newly completely newly.
Description
Technical field
The utility model relates to a kind ofly can realize that by changing growth pattern infrastructure grows with each passing hour; Belong to building, building materials, resource and infrastructure technical field.
Background technology
The infrastructure construction of known China development rapidly and have a large capacity and a wide range but also faces many difficult problems: for example extensive pattern of economic growth, function and usage dullness; Metal binding wire and electric welding contact exist hidden danger to cause reinforced concrete structure hidden danger to be burdened with; The arrangement of reinforcement location influences the performance of reinforcing bar tensile strength; Gross weight is higher with the material consumption, and the high investment high flow rate hinders the infrastructure construction sustainable development; The problems referred to above show that traditional architecture industry and infrastructure building technology are demanded reform and innovation urgently.There are some deficiency in Chinese patent ZL02235376.3 and ZL02285411.8 " building/building structure of frame reinforced concrete ".Therefore, actual from national conditions, the technical scheme that can change growth pattern is to innovate the reform and innovation of drive arrangement of reinforcement pattern, structural shape, member parts support and building pattern with the arrangement of reinforcement technological innovation, and change and is newly brand-new entirely to realize a change; Promoting the classical coupling of reinforcing bar and concrete grows with each passing hour; Allow the infrastructure of distinct Chinese characteristics grow with each passing hour and go abroad.
Summary of the invention
The purpose of this utility model provides a kind of infrastructure that can change growth pattern, and its technical task is: the arrangement of reinforcement technology that 1. grows with each passing hour; 2. reinforcing bar and concrete optimum Match; 3. the arrangement of reinforcement pattern that grows with each passing hour; 4. the structural shape that grows with each passing hour; 5. the building pattern that grows with each passing hour; 6. the technological transformation of existing infrastructure.
The purpose of this utility model is achieved in that
1, a kind of infrastructure (1) that can change growth pattern mainly is to have different growth patterns by changing multi-form integration such as building unit, building arrangement of reinforcement, building arrangement of reinforcement, arrangement of reinforcement location, arrangement of reinforcement cage body and slab-type apartment building high building to realize infrastructure (1); Feature of the present utility model comprises:
A. encircle the infrastructure (2) of frame member or parts connected rings jointing;
B. the infrastructure of building structure arrangement of reinforcement braid pattern (3);
C. the infrastructure of building structure arrangement of reinforcement braid pattern (4);
D. the frame muscle weaves the infrastructure (5) of location;
E. the infrastructure (6) of the compound arrangement of reinforcement cage of frame muscle body structure;
F. the integrated infrastructure of plate high building space structure (7);
G. develop the infrastructure (8) of regenerative resource.
2, the infrastructure (2) of ring frame member or parts connected rings jointing is characterised in that:
A. adopt ring frame floor wall plate member (2-1): ring frame reinforcing bar and beam muscle post muscle fuse
1., ring frame load-bearing floor wall plate member; Beam muscle post muscle and floor wallboard fuse;
2., holder bolt floor wall plate member is leaned in the load-bearing of ring frame; In connect the outer relevant apparatus that connects;
3., ring frame supporting frame cassette ceiling wall plate member; Hollow frame and beam column fuse;
4., the light core wall plate member of ring frame supporting frame; The wallboard load-bearing is had complementary advantages with light core;
5., ring frame supporting frame glass door and window wall plate member; Supporting frame combines with glass door and window;
6., the special plate core of ring frame load-bearing wall plate member: can adapt to the building structure special requirement.
B. adopt ring frame door and window pipeline to cut off parts (2-2)
1., the design concept of ring frame door and window pipeline partition originates from the configuration of boats and ships pipeline boundling;
2., ring frame cover hangs on four beam muscle and is the state of hanging from above, lift synchronously with member;
3., ring frame partition and pipeline thereof are that flexible articulation is with anti-breaking leakage accident;
4., easy to use, management of door and window pipeline boundling configuration and maintenance;
5., significantly reduce material consumption, cost and the installation and maintenance expense of pipeline and cable;
The growth requirement that 6., can adapt to pipeline technology.
C. lean on holder formula man every kitchen guarding's assembly (2-3): hommization, variation, personalization with adopting wall
1., family combines every kitchen guarding, ring frame member and partial holder bolt three; Shape is various, structure is various;
2., tame every the kitchen guarding: frameless, no back and half material, half price, a replacing;
3., lean on holder formula combination furniture, household electrical appliances, computer three combinations: the household design has a extensive future wall;
4., lean on holder formula combined partition cuts off wall; As required, conversion whenever and wherever possible;
5., lean on holder formula combined kitchen wall; The living needs that can adapt to the individual;
6., lean between holder formula composite sanitary: number, position and form are optional wall.
3, the infrastructure of building structure arrangement of reinforcement braid pattern (3) is characterised in that:
A. " frame overlaps four muscle " or " frame overlaps four frames " weaves cage build formula (3-1): the three-dimensional frame muscle braiding building cage body structure of being made of " frame overlaps four muscle or frame " ring frame more than two groups and logical muscle connected rings jointing; Four beams of four jiaos of sockets of one plate or post;
B. " four frames overlap a muscle " or " four frames overlap a frame " weaves cage build formula (3-2): the three-dimensional frame muscle braiding building cage body structure of being made of " four frames overlap a muscle or frame " ring frame more than two groups and the logical muscle connected rings jointing of beam column; Four plates are totally one beam or post;
C. " four chain links " braiding cage build formula (3-3): be ring frame by connected rings jointing as chain link, be " four chain links " three-dimensional frame muscle angle fine setting braiding building cage body structure that chain rivet is formed angular displacement fine setting chain link with the logical muscle of the beam column more than two again; " four chain links " string cage;
D. " three cage one " (3-4): be three-in-one by " frame overlaps four muscle or frame " cage body, " four frames overlap a muscle or frame " cage body and " four chain links " cage body.
4, the infrastructure of building structure arrangement of reinforcement braid pattern (4) is characterised in that:
A. " frame overlaps many muscle " or " frame overlaps many frames " weaves cage build formula (4-1): the three-dimensional frame muscle braiding building cage body structure of being made of " frame overlaps many muscle or many frames " ring frame more than two groups and logical anyhow muscle connected rings jointing; Many beam columns of the polygonal socket of one plate or many plates ring frame;
B. " many frames overlap a muscle " or " many frames overlap a frame " weaves cage build formula (4-2): the three-dimensional frame muscle braiding building cage body structure of being made of " many frames overlap a muscle or frame " ring frame more than two groups and logical anyhow muscle connected rings jointing; Many plates are totally one beam or post;
C. " multiaxis chain link " braiding cage build formula (4-3): be ring frame by connected rings jointing as chain link, be " multiaxis chain link " three-dimensional frame muscle angle fine setting braiding building cage body structure that chain rivet is formed angular displacement fine setting chain link with the logical anyhow muscle more than two again; " multiaxis chain link " string cage;
D. " three cage one " (4-4): be three-in-one by " frame overlaps many muscle or frame " cage body, " many frames overlap a muscle or frame " cage body and " multiaxis chain link " cage body.
5, the infrastructure (5) of frame muscle braiding location is characterised in that:
A. the compound arrangement of reinforcement of frame muscle (5-1): steel wire lashing arrangement of reinforcement
1. reinforcing bar and concrete optimum Match; Reinforcing bar and concrete coupling are unbalance;
Reinforcing bar and concrete maximum value are also deposited; Reinforcing bar is not in maximum of intensity;
2. the braiding of frame muscle is located; The steel wire lashing location;
3. reinforced steel bar strength is not influenced by the location; Reinforced steel bar strength is influenced by the location;
The performance of reinforcing bar ultimate tension; The reinforced steel bar strength limit is not brought into play;
4. eliminating experience design.Contain the experience design is arranged.
B. member ring frame and beam column master muscle composite member (5-2): " frame " " muscle " composite member;
Member net muscle and through-wall bolt fuse.
C. a main muscle and four sections frames make up arrangements of reinforcement (5-3):
A beam column master muscle and four sections member frame combinations: four plates are totally one beam or post;
The multistage frame of member ring frame forms auxilliary muscle.
D. honeycomb ring frame and horizontal vertical main sinew combination (5-4).
6, the infrastructure (6) of the compound arrangement of reinforcement cage of frame muscle body structure is characterised in that:
A. the frame muscle weaves arrangement of reinforcement cage body (6-1): member ring frame and the beam column master muscle formula of trying to make a match lifts and is woven into member cage body; Anti-ly jolt, anti-ly rock, warp resistance, anti-distortion;
B. the knitting arrangement of reinforcement cage of frame muscle body (6-2): wall-penetrating type leans in the holder bolt and leans on holder formula man every the kitchen guarding with connecing wall; Connect the wind and solar energy device outward; Be connected and fixed at ordinary times, support buffering during shake;
C. the flexible arrangement of reinforcement cage of frame muscle body (6-3): flexible muscle spare, flexible braiding, flexible articulation combine with the flexible deformation; Utilize the flexible deformation to reduce the ratio amplitude of deformation;
D. frame muscle grid arrangement of reinforcement cage body (6-4): the grid arrangement of reinforcement combines with the grid hollow-core construction; Be applicable to building structure;
E. frame muscle honeycomb arrangement of reinforcement cage body (6-5): use for reference air cellular arrangement of reinforcement and structural advantage; Utilize the honeycomb hollow-core construction evenly to carry, improve intensity, adapt to distortion and reduce cost;
F. the shatter-proof arrangement of reinforcement cage of frame muscle body (6-6): arrangement of reinforcement is shatter-proof with structure is shatter-proof combines; Shatter-proof base is reinforced bottom;
G. the anti-quick-fried arrangement of reinforcement cage body of frame muscle (6-7): the socket of grid cage integrated chain, a plate connects 12 plates; The anti-blasting impact of frame muscle braiding structure can only cut;
H. frame muscle crashworthiness arrangement of reinforcement cage body (6-8): draw the lesson that tubular construction is afraid of that aircraft hits, table backing wire lattice structure can cushion damping, and aircraft hits to enter or decreases and the local reparation of not collapsing.
7, the integrated infrastructure of plate high building space structure (7) is characterised in that:
A. dynamic integrated plate high building space (7-1): slab-type apartment building high building connected rings jointing in length and breadth constitutes plate tower two He Lou, San Helou, Si Helou, six directions building, the octadentate building of various types or closes the building more; Vertically dynamic building; Dynamic house type cover type; Dynamically home decoration; Realize having complementary advantages;
B. shatter-proof base type plate high building space (7-2): laying shatter-proof base is new breakthrough; Ground floor area increases, structure strengthens, stability improves; Shatter-proof base is made up of two layers, bottom, B1 or two layers; Shatter-proof base double as biogas workshop, garage and charging room;
C. elevator stair type plate high building space (7-3): penetrating elevator and daylighting safety stair are the effective measures that reduce the high building gross weight; The high building weight per unit area significantly reduces, and overcomes the high investment high flow rate; The penetrating support of high building framework helps daylighting, ventilation, monitoring, maintenance and rescue;
D. rotating ladder stair type plate high building space (7-4): it is the new breakthrough that reduces the high building gross weight that escalator (one on the other) makes up the Room side by side with daylighting safety stair; Escalator reduces material consumption cost; Safety net monitoring: pilotless, automatic running, easy to maintenance, be not afraid of power failure;
E. pipeline partition-type plate high building space (7-5): it is boats and ships pipeline boundling configuration " advancing " building that pipeline cuts off; The door and window pipeline cuts off at each layer flexible articulation, leaks in case earthquake is disconnected, and both sides are meter switch and manhole; Pipeline is and hangs the fine setting state from above, and leaves development space;
F. the board-like plate high building of hollow wall space (7-6): hollow wall panel can reduce the building wall weight; The floor wall plate structure is made up of straight-flanked ring frame, horizontal or tilting muscle spare, partial holder bolt and hollow-core construction; The weight that reduces building unit's building area is in case gross weight is bigger than normal or out of control;
G. connect the outer formula plate high building space (7-7) that connects in: leaning on holder formula steel moulds house every the kitchen guarding with leaning on holder bolt connection wall; Use no or little timber; Partly expect half price; In connect between combination furniture, combined partition, combined kitchen, composite sanitary and the combination household electrical appliances; Connect the wind and solar energy device outward;
H. siphon ventilated type plate high building space (7-8): vertically siphon is ventilated and the horizontal four sides convection current formation " tendencies building " of each floor; The siphon in each Room, floor road of high building is ventilated, and guarantees that not only high building ventilates, and drives the slab-type apartment building ventilation, replaces central air-conditioning, reduces power consumption.
8, the infrastructure (8) of development and use regenerative resource is characterised in that:
A. with the infrastructure (8-1) of Wind Power Utilization system: lean on that the holder bolt leans on by wall-penetrating type in holder formula Wind Power Utilization system and infrastructure fuses; Flabellum, the body of rod, generating, transmission of electricity, power transformation, charging device also are to lean on the holder bolt essential condition of installing and using is provided;
B. with the infrastructure (8-2) of solar energy utilization system: lean on that holder formula solar energy utilization system is leaned on the holder bolt by wall-penetrating type and infrastructure fuses; Hot water system, heat supply heating refrigeration system and solar energy photovoltaic generator also are connected and fixed with leaning on the holder bolt;
C. with the infrastructure (8-3) of biogas utilization system: leaning on holder formula methane recovery, to utilize liquid dung eliminator, biogas cabinet and the pipeline thereof of system all be to lean on the holder bolt and infrastructure fuses by wall-penetrating type; The universal mobile lift-on/lift-off type marsh-gas fermentation tank in town and country places under the washroom;
D. band is protected the infrastructure (8-4) of governing system: leaning on environmental friendly regenerated electrification of holder formula and biogas device also is to lean on by wall-penetrating type to ask bolt and infrastructure to fuse; Provide essential condition for administering liquid dung and atmosphere pollution Unit Installation and use.
Compared with the prior art, the advantage of technical solutions of the utility model:
1., reinforcing bar and concrete optimum Match are broken away from colligation arrangement of reinforcement constraint sustainable development;
2., introducing century-old colligation arrangement of reinforcement technology obtains to grow with each passing hour in China;
3., the frame tendon concrete structure replaces the reinforced concrete structure that hidden danger is burdened with;
4., infrastructure construction is found and is saved the road of taking up an area of, economize on resources and saving man-hour;
5., the road of development and use regenerative resource is found in the housing construction of common people's concern;
6., member, parts and composite member help architectural industrialization and construction assemblingization.
Description of drawings
Fig. 1 is the plate high building space structure (1) of development and use regenerative resource;
Fig. 2 is three-dimensional cage body unit (16) schematic diagram of frame muscle grid;
Fig. 3 is the universal portable marsh-gas fermentation tanks in town and country (24) vertical profile schematic diagrames;
Fig. 4 is that reinforcing bar weaves underground tubular element cage body (25) schematic diagram;
Fig. 5 is frame muscle honeycomb braiding tunnel cage body (a 32) vertical profile schematic diagram;
Fig. 6 is the cross-sectional schematic diagram of frame muscle honeycomb braiding bridge (38) bridge pier (37) cage body;
Fig. 7 is that rotating ladder stair type plate tower four closes building (39) floor map;
Fig. 8 is elevator stair type plate tower six directions building (a 48) floor map;
Fig. 9 connects outer formula hollow unit (52) schematic diagram that connects in being;
Figure 10 be wall lean on holder formula man every kitchen guarding (54) schematic diagram.
Among the figure: the 1st, the plate high building space of development and use regenerative resource, the 2nd, band Wind Power Utilization system, the 3rd, the band solar energy utilization system, the 4th, band biogas utilization system, the 5th, band is protected governing system, the 6th, the siphon ventilated type, the 7th, shatter-proof base type, the 8th, the pipeline partition-type, the 9th, dynamically integrated, the 10th, arrangement of reinforcement enhancement mode, the 11st, material consumption economy type, the 12nd, take up an area of economy type, the 13rd, the integrated building of plate tower, the 14th, the arrangement of reinforcement technology grows with each passing hour, and the 15th, the plate high building space of braiding arrangement of reinforcement, the 16th, the three-dimensional cage body unit of frame muscle grid, the 17th, ring frame wallboard, the 18th, reinforced steel bar ring frame, the 19th, ring frame muscle spare, the 20th, the post muscle, the 21st, the beam muscle, the 22nd, lean on the holder bolt, the 23rd, the net muscle, the 24th, the universal portable marsh-gas fermentation tank in town and country, the 25th, reinforcing bar weaves underground tubular element cage body, and the 26th, the grid arrangement of reinforcement, 27 and 28 is interlacings, the 29th, the grid braiding, the 30th, density, the 31st, reinforcing bar, the 32nd, frame muscle honeycomb braiding tunnel cage body, the 33rd, horizontal bar, the 34th, location horizontal bar, the 35th, two muscle location, the 36th, honeycomb ring frame, the 37th, bridge pier cage body, the 38th, bridge cage body, the 39th, plate tower integrated four closes the building, and the 40th, rotating ladder stair type plate high building space, the 41st, shatter-proof base, the 42nd, the annular corridor Room, the 43rd, slab-type apartment building end wall, the 44th, slab-type apartment building, the 45th, high building, the 46th, the slab-type apartment building outer wall, the 47th, pipeline cuts off, and the 48th, the integrated six directions of plate tower building, the 49th, elevator stair type plate high building space, the 50th, building development, the 51st, shatter-proof base development, the 52nd, in connect the outer formula hollow wall panel member that connects, the 53rd, hollow-core construction, the 54th, lean on holder formula man every the kitchen guarding wall, the 55th, lean on holder formula combination furniture wall, the 56th, lean on holder formula combined partition wall, the 57th, lean between holder formula composite sanitary wall, the 58th, lean on holder formula combination household electrical appliances wall, the 59th, kitchen, combination top, the 60th, combination sideboard, the 61st, the multistage bed leans on, the 62nd, refrigerator ice cabinet combination, the 117th, cover, the 118th, tank body, the 119th, the chassis, the 120th, rubber tire, the 121st, support, the 122nd, cage shoe, the 123rd, regulation and control, the 124th, show, the 125th, material pipe, the 126th, lid ear, the 127th, the biogas pipe, the 128th, heat coil pipe, the 129th, insulation, the 130th, agitator.
The specific embodiment
The utility model is described in further detail below in conjunction with drawings and Examples.
Plate high building space structure (1) embodiment in development and use regenerative resource shown in Figure 1: utilize regenerative resource to drive the integrated building of plate tower of reinforcing bar and concrete coupling, the compound arrangement of reinforcement of frame muscle and frame tendon concrete structure, the developing direction of indication building and housing construction; Low input, low consumption, low cost can adapt to urbanization and urbanization growth requirement;
At three-dimensional cage body unit (16) embodiment of frame muscle grid shown in Figure 2: embodied Chinese braiding tradition and characteristic; The characteristic feature of the three-dimensional cage body unit of frame muscle grid of building and building is provided; Globality, stability, seismic resistance and the anti-quick-fried property of having showed the frame tendon concrete structure; As can constitute frame muscle grid muscle cage body unit and frame muscle permeable structures with the net rib component;
Universal mobile lift-on/lift-off type marsh-gas fermentation tank (24) embodiment in town and country shown in Figure 3: one can prevent the in line pollution to environment and rivers and creeks of building liquid dung from the source; Two can recycle the biogas energy that runs off with the building liquid dung; Improve the safety guarantee of town dweller's domestic energy, alleviate dependence oil gas; Promote the production and use of marsh gasization, cities and towns biogas and city biogas;
Underground tubular element cage body (25) embodiment in frame muscle braiding shown in Figure 4: embody concrete resistance to compression advantage and combine with underground pipeline member resistance to compression advantage, improve reinforcement density, increase arrangement of reinforcement intensity, avoid stress to concentrate, prevent the pipe fitting fracture, improve the safety guarantee of underground pipe fitting, become the task of top priority;
Weave tunnel cage body (32) embodiment at frame muscle honeycomb shown in Figure 5: with advanced person's air cellular technology transfer tunnel construction, show several different braid pattern among the figure, comprise arrange in pairs or groups anyhow the formula connected rings jointing or connect separately, horizontal connected rings jointing or horizontal overlapping; If with the combination of three-dimensional honeycomb cage body stack connected rings jointing, the arrangement of reinforcement technology has new breakthrough;
Weave bridge (38) bridge pier (37) cage body embodiment at frame muscle honeycomb shown in Figure 6: last figure is a bridge pier cage body (37), and figure below is a bridge cage body (38); Frame muscle honeycomb braiding has shown honeycomb ring frame and the logical muscle in length and breadth formula connected rings jointing of trying to make a match; Shock-resistant, anti-ly rock, warp resistance, anti-distortion; Low input, low consumption and low cost;
Close building (39) embodiment at plate tower shown in Figure 7 integrated four: the dislocation that square framework high building is surrounded by a plurality of slab-type apartment building end walls, asymmetric plate high building space; Combination of elevator stair or the combination of rotating ladder stair are optional; Block-shaped over the ground compliance is stronger; The pattern of shatter-proof base is optional; Help low input, low consumption and low cost that urban housing is built;
At the integrated six directions of plate tower building (48) embodiment shown in Figure 8: the high building annular corridor Room, penetrating elevator, daylighting stair make up with safety barrier, help significantly reducing the high building gross weight to break away from the obstruction of high investment, high flow rate; Helping housing construction develops with the multipurpose direction to multi-functional; Also provide development space for the expansion and the extension of a plurality of slab-type apartment buildings on every side;
Ring frame load-bearing shown in Figure 9 hollow in connect formula wall plate member (52) embodiment outside connecing: frame muscle cage body structure leans on the holder bolt by wall-penetrating type and member net muscle fuses; Hollow-core construction is set in therebetween; Frame muscle cage body structure, partial holder bolt and member net muscle fuse; Wall-penetrating type leans in the holder bolt and leans on holder formula man every the kitchen guarding with connecing wall, connects the wind and solar energy device outward;
Wall shown in Figure 10 lean on holder formula man every kitchen guarding (54) embodiment: in the left side be wall lean between holder formula combined partition and composite sanitary; In the right side be wall lean on holder formula combination walk in closet; The lower-left be wall lean on kitchen, holder formula combination top; The bottom right be wall lean on holder formula combination sideboard; Upper left be wall lean on holder formula multistage bed chair; Upper right be wall lean on holder formula refrigerator ice cabinet combination.
Claims (8)
1, a kind of infrastructure (1) that can change growth pattern mainly is to have different growth patterns by changing multi-form integration such as building unit, building arrangement of reinforcement, building arrangement of reinforcement, arrangement of reinforcement location, arrangement of reinforcement cage body and slab-type apartment building high building to realize infrastructure (1); Feature of the present utility model comprises: the infrastructure (2) of a, ring frame member or parts connected rings jointing; The infrastructure (3) of b, building structure arrangement of reinforcement braid pattern; The infrastructure (4) of c, building structure arrangement of reinforcement braid pattern; The infrastructure (5) of d, frame muscle braiding location; The infrastructure (6) of e, the compound arrangement of reinforcement cage of frame muscle body structure; F, the integrated infrastructure of plate high building space structure (7); The infrastructure (8) of g, development and use regenerative resource.
2, infrastructure according to claim 1, it is characterized in that encircling the infrastructure (2) of frame member or parts connected rings jointing: a, adopt ring frame floor wall plate member (2-1): ring frame reinforcing bar and beam muscle post muscle fuse; 1., ring frame load-bearing floor wall plate member: floor wallboard and beam muscle post muscle fuse; 2., holder bolt floor wall plate member is leaned in ring frame load-bearing: in connect the outer relevant apparatus that connects; 3., ring frame supporting frame cassette ceiling wall plate member: hollow frame and beam column fuse; 4., the light core wall plate member of ring frame supporting frame: the wallboard load-bearing is had complementary advantages with light core; 5., ring frame supporting frame glass door and window wall plate member: supporting frame combines with glass door and window; 6., the special plate core of ring frame load-bearing wall plate member: can adapt to the building structure special requirement.1., the configuration of ring frame door and window pipeline boundling b, adopt ring frame door and window pipeline to cut off parts (2-2):; 2., ring frame cover hangs on four beam muscle and is the state of hanging from above, lift synchronously with member; 3., ring frame partition and pipeline thereof are that flexible articulation is with anti-breaking leakage accident; 4., door and window pipeline boundling configuration; The growth requirement that 5., can adapt to pipeline technology.C, lean on holder formula man every kitchen guarding (2-3): hommization, variation, personalization with adopting wall; 1., tame every kitchen guarding, ring frame member and three combinations of partial holder bolt: shape is various, structure is various; 2., tame every the kitchen guarding: frameless, no back and half material, half price, a replacing; 3., lean on holder formula combination furniture wall, household electrical appliances combine with computer three: household design has a extensive future; Leaning on holder formula combined partition cuts off 4., wall: as required, and conversion whenever and wherever possible; 5., lean on holder formula combined kitchen wall; 6., lean between holder formula composite sanitary: number, position and form are optional wall.
3, infrastructure according to claim 1, it is characterized in that the infrastructure (3) of building structure arrangement of reinforcement braid pattern: a, " frame overlaps four muscle " or " frame overlaps four frames " braiding cage build formula (3-1): the three-dimensional frame muscle of being made of " frame overlaps four muscle or frame " the logical muscle connected rings jointing of ring frame more than two groups and beam column weaves building cage body structure; B, " four frames overlap a muscle " or " four frames overlap a frame " braiding cage build formula (3-2): the three-dimensional frame muscle braiding building cage body structure of forming " four frames overlap a muscle or frame " by ring frame more than two groups and the logical muscle connected rings jointing of beam column; C, " four chain links " braiding cage build formula (3-3): be ring frame by connected rings jointing as chain link, be " four chain links " three-dimensional frame muscle angular displacement fine setting braiding building cage body structure that chain rivet is formed angular displacement fine setting chain link with the logical muscle of the beam column more than two again; D, " three cage one " be (3-4): be three-in-one by " frame overlaps four muscle or frame " cage body, " four frames overlap a muscle or frame " cage body and " four chain links " cage body.
4, infrastructure according to claim 1 is characterized in that the infrastructure (4) of building structure arrangement of reinforcement braid pattern: a, " frame overlaps many muscle " or " frame overlaps many frames " braiding cage build formula (4-1): the cage body structure is built in the three-dimensional frame muscle braiding of being made of " frame overlaps many muscle or frame " ring frame more than two groups and logical muscle connected rings jointing anyhow; B, " many frames overlap a muscle " or " many frames overlap a frame " braiding cage build formula (4-2): the three-dimensional frame muscle braiding building cage body structure of forming " many frames overlap a muscle or frame " by ring frame more than two groups and logical anyhow muscle connected rings jointing; C, " multiaxis chain link " braiding cage build formula (4-3): be ring frame by connected rings jointing as chain link, be " multiaxis chain link " braiding cage angle fine setting braiding building basket structure that chain rivet is formed angular displacement fine setting chain link with the logical anyhow muscle more than two again; D, " three cage one " be (4-4): be three-in-one by " frame overlaps many muscle or frame " cage body, " many frames overlap a muscle or frame " cage body and " multiaxis chain link " cage body.
1., reinforcing bar and concrete optimum Match 5, infrastructure according to claim 1 is characterized in that the infrastructure (5) of frame muscle braiding location: a, the compound arrangement of reinforcement of frame muscle (5-1):; Reinforcing bar and concrete maximum value are also deposited; 2., frame muscle braiding location; 3., reinforced steel bar strength is not influenced by the location; The performance of reinforcing bar ultimate tension; 4., eliminating experience design; B, member ring frame and beam column master muscle composite member (5-2): " frame " " muscle " composite member; Member net muscle and through-wall bolt fuse; C, a beam column master muscle and four sections member frame combinations: four plates are totally one beam or post.
6, infrastructure according to claim 1 is characterized in that the infrastructure (6) of the compound arrangement of reinforcement cage of frame muscle body structure: a, frame muscle braiding arrangement of reinforcement (6-1) and cage body thereof: member ring frame and the beam column master muscle formula of trying to make a match lifts and is woven into member cage body; B, the knitting arrangement of reinforcement of frame muscle (6-2) and cage body thereof: wall-penetrating type leans in the holder square column bolt and leans on holder formula man every the kitchen guarding with connecing wall; Connect the wind and solar energy device outward; Be connected and fixed at ordinary times, support buffering during shake; C, the flexible arrangement of reinforcement of frame muscle (6-3) and cage body thereof: flexible muscle spare, flexible braiding, flexible articulation combine with the flexible deformation; Utilize a plurality of flexible deformations to reduce the ratio amplitude of deformation; D, frame muscle grid arrangement of reinforcement (6-4) and cage body thereof: the grid arrangement of reinforcement combines with the grid hollow-core construction; Be applicable to building structure; E, frame muscle honeycomb arrangement of reinforcement (6-5) and cage body thereof: use for reference air cellular arrangement of reinforcement and structural advantage to reduce cost; F, the shatter-proof arrangement of reinforcement of frame muscle (6-6) and cage body thereof: arrangement of reinforcement is shatter-proof with structure is shatter-proof combines; Shatter-proof base is reinforced bottom; G, the anti-quick-fried arrangement of reinforcement of frame muscle (6-7) and cage body thereof: the socket of grid cage integrated chain, a plate connects 12 plates; H, frame muscle crashworthiness arrangement of reinforcement (6-8) and cage body thereof: absorb the lesson that the tube structure aircraft hits, table backing wire lattice structure can cushion damping, and aircraft hits to enter or decreases and local reparation of not collapsing.
7, infrastructure according to claim 1, it is characterized in that the integrated infrastructure of plate high building space structure (7), comprising: a, dynamic integrated plate high building space (7-1): slab-type apartment building high building connected rings jointing in length and breadth constitutes plate tower two He Lou, San Helou, Si Helou, six directions building, the octadentate building of various types or closes the building more; Vertically dynamic building; Dynamic house type cover type; Dynamically home decoration; The complementation of realization high-quality; B, shatter-proof base type plate high building space (7-2): laying shatter-proof base is new breakthrough; Ground floor area increases, structure strengthens, stability improves; Shatter-proof base is made up of two layers, bottom, B1 or two layers; Shatter-proof base double as biogas workshop, garage and charging room; C, elevator stair type plate high building space (7-3): the penetrating elevator and the daylighting safety stair annular corridor Room are to reduce the high building gross weight; The weight of high building unit's building area significantly reduces; The penetrating support of high building corridor framework; D, rotating ladder stair type plate high building space (7-4): escalator (one on the other) makes up the Room to reduce the high building gross weight side by side with daylighting safety stair; Escalator reduces material consumption cost; The safety net monitoring; E, pipeline partition-type plate high building space (7-5): it is boats and ships pipeline boundling configuration " advancing " building that pipeline cuts off; The door and window pipeline cuts off flexible articulation in the middle of each layer, leaks in case earthquake is disconnected; Both sides are instrument, switch and manhole; Pipeline is and hangs the fine setting state from above, and leaves development space; F, the board-like plate high building of hollow wall space (7-6): hollow wall panel can reduce the building wall weight; The floor wall plate member is made up of straight-flanked ring frame, horizontal muscle spare or tilting muscle spare, partial holder bolt and hollow-core construction; Reduce building unit's building area and weight in case gross weight is bigger than normal or out of control; G, in connect the outer formula plate high building space (7-7) that connects: lean on holder square column bolt and connect wall ground and lean on holder formula steel and mould tame every the kitchen guarding; Use no or little timber; Partly expect half price; In connect between combination furniture, combined partition, combined kitchen, composite sanitary and the combination household electrical appliances; Connect the wind and solar energy device outward; H, siphon ventilated type plate high building space (7-8): vertically the siphon ventilation constitutes " tendencies building " with the horizontal four sides convection current of each floor; The siphon of the annular corridor of each layer of the high building Room is ventilated.
8, infrastructure according to claim 1 is characterized in that developing the infrastructure (8-1) of the infrastructure (8) of regenerative resource: a, band Wind Power Utilization system: lean on that the holder bolt leans on by wall-penetrating type in holder formula Wind Power Utilization system and infrastructure fuses; The infrastructure (8-2) of b, band solar energy utilization system: lean on holder formula solar energy utilization system and fuse by wall-penetrating type partial holder bolt and infrastructure; The infrastructure (8-3) of c, band biogas utilization system: it all is to lean on by wall-penetrating type to ask bolt and infrastructure to fuse that partial holder formula methane recovery is utilized liquid dung eliminator, biogas cabinet and the pipeline thereof of system; The universal mobile lift-on/lift-off type marsh-gas fermentation tank in town and country places under the washroom; The infrastructure (8-4) that d, band are protected governing system: leaning on environmental friendly regenerated electrification of holder formula and biogas device also is to lean on by wall-penetrating type to ask bolt and infrastructure to fuse.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201522894U CN201228392Y (en) | 2007-06-15 | 2007-06-15 | Can change the infrastructure of growth pattern |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201522894U CN201228392Y (en) | 2007-06-15 | 2007-06-15 | Can change the infrastructure of growth pattern |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201228392Y true CN201228392Y (en) | 2009-04-29 |
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| Application Number | Title | Priority Date | Filing Date |
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| CNU2007201522894U Expired - Fee Related CN201228392Y (en) | 2007-06-15 | 2007-06-15 | Can change the infrastructure of growth pattern |
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| Country | Link |
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| CN (1) | CN201228392Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102155046A (en) * | 2011-03-17 | 2011-08-17 | 中国建筑设计研究院 | Building system having spiral supporting outer barrel structure |
| CN106088319A (en) * | 2016-08-12 | 2016-11-09 | 长沙远大住宅工业集团股份有限公司 | A kind of overlapping assembled integral basement of the system of hollow building cover without beam |
-
2007
- 2007-06-15 CN CNU2007201522894U patent/CN201228392Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102155046A (en) * | 2011-03-17 | 2011-08-17 | 中国建筑设计研究院 | Building system having spiral supporting outer barrel structure |
| CN106088319A (en) * | 2016-08-12 | 2016-11-09 | 长沙远大住宅工业集团股份有限公司 | A kind of overlapping assembled integral basement of the system of hollow building cover without beam |
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| C14 | Grant of patent or utility model | ||
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| CP02 | Change in the address of a patent holder |
Address after: Beijing City, Haidian District Road No. 2 North Daliushu two floor 891, zip code: 100081 Patentee after: Wang Liang Address before: No. 7, building two, 409 West Lane, Xuanwu District, Beijing, Niujie, China: 100053 Patentee before: Wang Liang |
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| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: WANG LIANG Free format text: NEW ADDRESS: 891, NORTH SECOND BUILDING, NO. 2 DALIUSHU ROAD, HAIDIAN DISTRICT, BEIJING CITY, ZIP CODE:100081 |
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| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090429 Termination date: 20120615 |