CN111270758A - General steel-concrete building system and pouring method thereof - Google Patents
General steel-concrete building system and pouring method thereof Download PDFInfo
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- CN111270758A CN111270758A CN202010237946.5A CN202010237946A CN111270758A CN 111270758 A CN111270758 A CN 111270758A CN 202010237946 A CN202010237946 A CN 202010237946A CN 111270758 A CN111270758 A CN 111270758A
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- 239000004567 concrete Substances 0.000 title claims abstract description 41
- 238000000034 method Methods 0.000 title claims abstract description 25
- 229910000831 Steel Inorganic materials 0.000 claims description 20
- 238000009434 installation Methods 0.000 claims description 20
- 239000010959 steel Substances 0.000 claims description 20
- 239000004570 mortar (masonry) Substances 0.000 claims description 16
- 239000011150 reinforced concrete Substances 0.000 claims description 14
- 230000007246 mechanism Effects 0.000 claims description 11
- 230000008569 process Effects 0.000 claims description 9
- 230000000630 rising effect Effects 0.000 claims description 7
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- 239000011449 brick Substances 0.000 description 3
- 238000009417 prefabrication Methods 0.000 description 3
- 238000009435 building construction Methods 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
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- 230000003044 adaptive effect Effects 0.000 description 1
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- 239000004927 clay Substances 0.000 description 1
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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
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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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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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
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
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Abstract
The invention discloses a general steel-concrete building system and a pouring method thereof, wherein the general steel-concrete building system comprises a horizontally arranged beam module and a vertically arranged upright post module, and an anti-seismic energy-absorbing assembly is arranged between the beam module and the upright post module; the beam module and the upright post module are respectively provided with a beam slotted hole structure and an upright post slotted hole structure; the beam modules and the upright post modules of the general steel-concrete building system can be quickly assembled into general three-dimensional frames with different specifications as required, the structural strength of the whole structure can be ensured after the fixing components are fixed, and the anti-seismic energy-absorbing effect of the whole building system can be enhanced by adopting the anti-seismic energy-absorbing components. After the universal building system is assembled, the shear wall can be set up through the beam slotted hole structure and the stand column slotted hole, and meanwhile, related water circuit pipelines can be laid.
Description
Technical Field
The invention relates to the technical field of buildings, in particular to a general steel-concrete building system and a pouring method thereof.
Background
In the traditional building construction process, the beams, columns and floor slabs of the building are mostly cast by adopting a cast-in-situ formwork, and the later-built wall bodies are mostly built by adopting methods of clay bricks, air brick bricks and the like. The cast-in-place process needs to manufacture templates and erect scaffold on site, needs more manpower, has long construction period, is easily influenced by weather, needs a larger construction site and a large amount of template steel frame supports, and can generate a large amount of construction waste. In the existing assembly type building system, the grid structure system is high in manufacturing cost, and the PC structure system is complex in process construction and low in assembly rate; the cast-in-place amount of the composite slab fabricated building construction process is still large. In recent years, green energy-saving buildings become the basic national policy, an industrial engineering construction mode with standardization and industrialization as marks becomes a new guide, engineering construction is mainly prefabricated in an industrial manner and is mechanically assembled and matched on site, and a novel assembly type building with a high assembly degree is urgently needed to be found.
Disclosure of Invention
In view of the defects in the prior art, a first object of the present invention is to provide a general type steel-concrete building system with high construction efficiency, adjustable specification as required, and high structural strength.
The technical scheme adopted by the invention is as follows: a general steel-concrete building system comprises a horizontally arranged beam module and a vertically arranged upright post module, wherein an anti-seismic energy-absorbing assembly is arranged between the beam module and the upright post module; the beam module and the upright post module are respectively provided with a beam slotted hole structure and an upright post slotted hole structure which are used for fixed connection, pipeline penetration and concrete pouring; the beam module is assembled with the stand module and then is fixed through the fixed general three-dimensional frame that forms of fixed subassembly, the wallboard has been laid with the detachable mode in the general three-dimensional frame outside and inboard, the building carrier plate has been laid to general three-dimensional frame upper end, the building carrier plate both ends are installed on the beam module through hanging fixed establishment.
Among this technical scheme, general shaped steel mixes building system's crossbeam module and stand module can assemble the general space frame of different specifications as required fast, can ensure overall structure's structural strength after fixed subassembly is fixed, and the wallboard can be installed on general space frame lateral surface with the detachable mode, can constitute low-rise or high-rise assembled house building system behind the floor carrier plate of installation hanging formula certainly. The anti-seismic energy absorption effect of the whole building system can be enhanced by adopting the anti-seismic energy absorption component.
Because the beam modules and the stand column modules are respectively provided with the beam slotted hole structures and the stand column slotted hole structures, the beam slotted hole structures and the stand column slotted hole structures have multiple purposes of fixed connection, pipeline penetration, concrete pouring and the like, after the general building system is assembled, shear walls can be set up through the beam slotted hole structures and the stand column slotted holes, and meanwhile, related water circuit pipelines can be laid, so that the universal building system has the characteristics of standardization and high prefabrication. For temporary buildings, the temporary building can be used after installation and assembly are completed. And for planned permanent construction, due to the pouring function, layered grouting can be performed after assembly so as to enhance the stability.
Preferably, the wallboard includes outer panel and mounting panel, the mounting panel is located the outer panel inboard and installs with the laminating of outer panel, the shaping has the reservation cavity between mounting panel and the outer panel, the mounting panel both ends are equipped with can with the crossbeam module or the continuous wallboard installation mechanism of stand module.
Preferably, the longitudinal section of the floor support plate is in a Chinese character 'shan', the middle part of the floor support plate is provided with a bearing part arranged along the length direction of the floor support plate, and grouting bearing channels are formed at two sides of the floor support plate corresponding to the bearing part; the long both sides of building carrier plate still are equipped with concrete anchor portion, hanging type fixed establishment is including the hanging bearing connecting piece of locating the building carrier plate both ends, be equipped with the building carrier plate mounting hole that links to each other with the crossbeam module on the hanging bearing connecting piece.
Preferably, the anti-seismic energy-absorbing assembly comprises an inclined pulling frame with one end connected with the beam module and the other end connected with the stand column module, the inner side of the inclined pulling frame is provided with an elastic energy-absorbing part arranged in a V shape, and two inclined pulling frames which are arranged diagonally are connected with a detachable inclined pulling rod.
Preferably, the upright post modules are upright post bodies with polygonal sections, and the upright post bodies are arranged in parallel vertically; the lower end of the upright post body is provided with a bottom supporting part, and the upright post slotted hole structure comprises an upright post pouring cavity and an upright post slotted hole; the upright post pouring cavity is arranged in the upright post body and is arranged along the length direction of the upright post, and the upright post slotted holes are arranged on at least one outer vertical surface of the upright post body at intervals; the upright post slotted hole structure further comprises wallboard transverse-paving connecting holes, and the wallboard transverse-paving connecting holes are arranged on the outer vertical surface of the upright post body corresponding to the outer side of the three-dimensional frame at intervals.
Preferably, the beam module is an I-shaped beam with an I-shaped cross section, the I-shaped beam is horizontally arranged in parallel by a single piece or multiple pieces, when multiple I-shaped beams are arranged in parallel, multiple I-shaped beams are arranged in parallel up and down or left and right, and the beam slot structure comprises a beam rising column connecting hole A, a beam pouring hole B, a floor support plate hanging hole and a beam connecting hole; the beam rising column connecting holes A and the beam pouring holes A are arranged on at least one of the upper surface and the lower surface of the I-shaped beam in a staggered mode at intervals; the building bearing plate hanging holes are formed in two sides, corresponding to beam rising column connecting holes, of the I-shaped beam, the beam pouring holes B are formed in the beam web between the upper surface and the lower surface of the I-shaped beam at intervals, and the beam connecting holes are formed in two sides, corresponding to the beam pouring holes B, of the beam web.
Preferably, the cross beam module is a cross-shaped cross beam with a cross-shaped section, the cross-shaped cross beam is horizontally arranged in parallel by one or more cross beams, when a plurality of cross-shaped cross beams are arranged in parallel, a plurality of cross-shaped cross beams are arranged in parallel up and down or left and right, and the cross beam slotted hole structure comprises a beam-raising column connecting hole B, a cross beam pouring hole C, a cross beam pouring hole D and a wallboard positioning groove; the beam-raising column connecting hole B and the beam pouring hole C are arranged on horizontal surfaces of the vertical web plate of the cross-shaped beam and the two sides in a staggered mode, the beam pouring hole D is arranged on upper and lower vertical surfaces of the cross-shaped beam at intervals, and the wallboard positioning grooves are arranged on edges of two sides of the horizontal surface of the cross-shaped beam.
Preferably, the beam end plates are arranged at two ends of the I-shaped beam and the cross-shaped beam, guide positioning grooves are formed in the beam end plates, and the guide positioning grooves penetrate through the lower side edges of the beam end plates.
Preferably, the fixing component is a bolt fixing component, the bolt fixing component comprises connecting rods which are arranged in a crossed mode, threaded connecting portions are arranged at two ends of each connecting rod, a threaded hole which radially penetrates through the connecting rod is formed in the middle of one connecting rod, and a matching portion which penetrates through the threaded hole is formed in the middle of the other connecting rod.
Preferably, fixed subassembly is the fixed subassembly of elbow, the fixed subassembly of elbow is including connecting the elbow, it is equipped with screw rod connecting portion to connect the elbow both ends, be equipped with the step groove that suits with crossbeam or stand wall thickness between screw rod connecting portion and the connection elbow, screw rod connecting portion end still is equipped with turns round the head of cutting.
Preferably, the fixed subassembly is the fixed subassembly of connecting rod, the fixed subassembly of connecting rod is equipped with the cooperation groove of mutual block including being a pair of connecting rod that the cross was arranged on two connecting rod outer peripheral faces, still be equipped with the connecting hole that runs through the connecting rod both ends in the connecting rod, the connecting hole inner wall corresponds the connecting rod both ends and is equipped with the internal thread, be equipped with a pair of mutual disposition on the terminal surface at connecting rod both ends and spline the boss.
The invention also aims to provide a pouring method for the general steel-concrete building system, which comprises the following pouring modes: grouting from top to bottom in layers: aligning a grouting pipe orifice of grouting equipment with a grouting bearing channel of each floor bearing plate on the upper layer, and grouting mortar into the grouting bearing channel, wherein the mortar flows into reserved cavities of the stand column modules, the cross beam modules and the wall plates on the next layer sequentially through cross beam notch structures and stand column notch structures arranged on the cross beam modules and the stand column modules, and tamping the mortar by using a vibrating spear device in the grouting process; and after the next layer of upright post modules, the beam modules and the wallboard mortar are filled, naturally overflowing to the pouring layer to finish the pouring of the main layer. The mortar can be quickly poured into each pouring layer in the pouring process, so that the pouring efficiency is high, and the mortar has high structural stability.
The invention has the beneficial effects that: the beam modules and the upright post modules of the universal steel-concrete building system can be quickly assembled into universal three-dimensional frames with different specifications as required, the structural strength of the whole structure can be ensured after the universal three-dimensional frames are fixed by the fixing components, the beam slotted hole structure and the upright post slotted hole structure have multiple purposes of fixed connection, pipeline penetration, concrete pouring and the like, after the universal building system is assembled, a shear wall can be set up through the beam slotted hole structure and the upright post slotted hole, and related water circuit pipelines can be laid at the same time, so that the universal three-dimensional frame has the characteristics of standardization and high prefabrication. And for temporary buildings, the temporary buildings can be used after being installed. For planned permanent construction, due to the pouring function, layered grouting can be performed to enhance stability. The invention solves the technical problems of low construction efficiency and the like in the prior art, and has higher practical and popularization values.
Drawings
In order to more clearly illustrate the detailed description of the invention or the technical solutions in the prior art, the drawings that are needed in the detailed description of the invention or the prior art will be briefly described below. Throughout the drawings, like elements or portions are generally identified by like reference numerals. In the drawings, elements or portions are not necessarily drawn to scale.
Fig. 1 is an assembly perspective view of a universal steel-concrete building system according to an embodiment of the present invention.
Fig. 2 is a front view of an i-beam of a universal type steel-concrete building system according to an embodiment of the present invention.
Fig. 3 is a top view of an i-beam of a universal type reinforced concrete building system according to an embodiment of the present invention.
Fig. 4 is a schematic structural diagram 1 of a beam end plate of a general type steel-concrete building system according to an embodiment of the present invention.
Fig. 5 is a schematic structural diagram 2 of a beam end plate of a general type steel-concrete building system according to an embodiment of the present invention.
Fig. 6 is a front view of a column module of a universal steel reinforced concrete building system according to an embodiment of the present invention.
Fig. 7 is a side view of a wall panel of a universal type steel reinforced concrete building system according to an embodiment of the present invention.
Fig. 8 is a top view of a wall panel of a universal steel reinforced concrete building system according to an embodiment of the present invention.
Fig. 9 is a cross-sectional view of a wall panel of a universal steel reinforced concrete building system according to an embodiment of the present invention.
Fig. 10 is a schematic view illustrating installation of a shock-resistant energy-absorbing assembly of a general type steel-concrete building system according to an embodiment of the present invention.
Fig. 11 is a cross beam structure diagram of a general type reinforced concrete building system according to a second embodiment of the present invention.
Fig. 12 is a cross beam side view of a universal type steel-concrete building system according to a second embodiment of the present invention.
Fig. 13 is a schematic structural diagram 1 of a bolt fixing assembly of a universal type steel-concrete building system according to a third embodiment of the present invention.
Fig. 14 is a schematic structural diagram 2 of a bolt fixing assembly of a universal type steel-concrete building system according to a third embodiment of the present invention.
Fig. 15 is a structural diagram of an elbow fixing component of a universal steel-concrete building system according to a fourth embodiment of the present invention.
Fig. 16 is a structural diagram of a link fixing assembly of the universal steel-concrete building system according to a fifth embodiment of the present invention.
Fig. 17 is a schematic diagram of column modules arranged in parallel in a general steel-reinforced concrete building system according to a sixth embodiment of the present invention.
Fig. 18 is a schematic diagram 1 illustrating a parallel arrangement of beam modules of a universal steel-concrete building system according to a sixth embodiment of the present invention.
Fig. 19 is a schematic diagram of a parallel arrangement of beam modules of a universal steel-concrete building system according to a sixth embodiment of the present invention.
Fig. 20 is a schematic pouring diagram of a general type steel-concrete building system according to a sixth embodiment of the present invention.
Reference numerals:
the beam module 100, the I-shaped beam 110, a beam column connecting hole A111, a beam pouring hole A112, a floor support plate hanging hole 113, a beam pouring hole B114 and a beam connecting hole 115;
the cross-shaped beam 120, a beam column connecting hole B121, a beam pouring hole C122, a wallboard positioning groove 123 and a beam pouring hole D124;
the vertical column module 200, the vertical column body 210, the vertical column slotted hole 211, the wallboard transverse paving connecting hole 212 and the bottom supporting part 213;
a floor bearing plate 300, a bearing part 310, a hanging bearing connecting piece 320 and a concrete anchoring part 330;
a beam end plate 500, a guide positioning groove 510;
a diagonal draw frame 600, an elastic energy absorbing part 610;
a diagonal member 700;
a connecting rod 800, a threaded connection 810;
a connecting elbow 900, a screw connecting part 910 and a torsional shear head 920;
connecting rod 1000, cooperation groove 1010, connecting hole 1020, rotation stop boss 1030.
Detailed Description
Here, it is to be noted that the functions, methods, and the like related to the present invention are only conventional adaptive applications of the prior art. Therefore, the present invention is an improvement of the prior art, which is substantially in the connection relationship between hardware, and not in the functions and methods themselves, that is, the present invention relates to a point of functions and methods, but does not include the improvements proposed in the functions and methods themselves. The description of the present invention as to functions and methods is provided for better illustration and understanding of the present invention.
Embodiments of the present invention will be described in detail below with reference to the accompanying drawings. The following examples are only for illustrating the technical solutions of the present invention more clearly, and therefore are only examples, and the protection scope of the present invention is not limited thereby.
It is to be noted that, unless otherwise specified, technical or scientific terms used herein shall have the ordinary meaning as understood by those skilled in the art to which the invention pertains.
Example one
As shown in fig. 1 to 10, the universal steel-concrete building system provided by this embodiment includes a horizontally arranged beam module 100 and a vertically arranged column module 200, the beam module 100 and the column module 200 of the universal steel-concrete building system can be quickly assembled into universal three-dimensional frames of different specifications as required, and an anti-seismic energy-absorbing assembly and a fixing assembly are disposed between the beam module 100 and the column module 200; the structural strength of the whole structure can be ensured after the fixing component is fixed, and the anti-seismic energy-absorbing effect of the whole building system can be enhanced by adopting the anti-seismic energy-absorbing component. Wallboard 400 is laid in a detachable mode on the outer side and the inner side of a universal three-dimensional frame formed by splicing beam modules 100 and upright modules 200, a floor support plate 300 is laid on the upper end of the universal three-dimensional frame, and two ends of the floor support plate 300 can be installed on the beam modules 100 through a hanging type fixing mechanism. The wall panel 400 can be detachably installed on the outer side of the general space frame, and the prefabricated building system can be constructed after the assembly is completed.
As shown in fig. 1 to 10, in the present embodiment, a beam slot structure and a column slot structure for fixed connection, pipeline penetration and concrete pouring are respectively disposed on the beam module 100 and the column module 200; the beam slotted hole structure and the stand column slotted hole structure have multiple purposes of fixed connection, pipeline penetration, concrete pouring and the like, after the general building system is assembled, a shear wall can be set up through the beam slotted hole structure and the stand column slotted hole structure, and related water circuit pipelines can be laid, so that the universal building system has the characteristics of standardization and high prefabrication. And for temporary buildings, the temporary buildings can be used after being installed. Due to the pouring function, layered grouting can be performed for planned permanent construction to enhance stability.
As shown in fig. 1 to 10, the wall panel 400 provided in this embodiment includes an outer panel 410 and a mounting plate 420, the mounting plate 420 is located inside the outer panel 410 and is attached to the outer panel, so that a reserved cavity 430 is formed between the mounting plate 420 and the outer panel 410, in this embodiment, the mounting plate 420 and the outer panel are attached to each other in a snap-fit manner, that is, mounting grooves are formed on both sides of the outer panel 410 in the longitudinal direction, and mounting portions that are engaged with the mounting grooves are formed on both sides of the mounting plate, so that the outer panel and the mounting plate are integrally mounted; of course, the mounting plate and the outer panel may be fixed by means of plane screw fixation, plane glue adhesion, and the like, which will not be described herein again. In order to realize stable installation of the wall panel, wall panel installation mechanisms connected with the beam module 100 or the column module 200 are provided at both ends of the installation plate 420. The mounting plate 420 and the outer panel 410 can be quickly assembled into one body by the mounting part and the mounting groove. The reserved cavity 430 formed between the mounting plate 420 and the outer panel 410 can be used for filling heat and sound insulation materials and can also be used for grouting and pouring on one hand; on the other hand, the wire threading groove can also be used as a wire threading groove. When the wall board 400 is laid, vertical laying can be adopted, and horizontal laying can also be adopted; when vertically laying, two ends of the wallboard 400 are fixed on the beam module 100; when the wall panel 400 is laid in the transverse direction, both ends thereof are fixed to the column module 200. To improve versatility, the overall width of the wall panel 400 should have a standard modular width. The wallboard installation mechanism that sets up at mounting panel 420 both ends is used for fixed wallboard 400, and wallboard installation mechanism can adopt grafting mechanism, elasticity card grafting structure or machinery indentation structure etc. and the preferential elasticity card grafting mechanism that chooses for use in this embodiment, sets up the stationary blade that has elastic modulus at mounting panel 420 both ends promptly, sets up grafting portion on the stationary blade, makes wallboard 400 both ends install fast on stand module 200 or crossbeam module 100.
As shown in fig. 1 to 10, a longitudinal section of the floor deck 300 provided in this embodiment is in a chevron shape, a bearing portion 310 is disposed at a middle portion of the floor deck 300 along a length direction of the floor deck 300, a section of the bearing portion 310 is preferably disposed in an inverted triangle, and grouting bearing channels are formed at two sides of the floor deck 300 corresponding to the bearing portion 310; the long sides of the floor support plate 300 are further provided with concrete anchoring parts 330, the hanging type fixing mechanism for fixing the floor support plate 300 comprises hanging support connectors 320 arranged at the two ends of the floor support plate 300, and the hanging support connectors 320 are provided with floor support plate mounting holes connected with the beam modules 100. The bearing part 310 for bearing stress is arranged on the floor bearing plate 300, so that the bearing performance of the floor bearing plate 300 is improved, grouting bearing channels are further arranged on two sides of the bearing part 310 of the floor bearing plate 300, grouting construction operation is further facilitated, and the concrete anchoring part 330 can play an anchoring role; the hanging support connectors 320 at the two ends of the floor bearing plate 300 can be connected to the beam module 100 through the floor bearing plate mounting holes, so as to quickly mount the wall plate 400.
As described above, since the building system inevitably has vibration when in use, the present embodiment provides the anti-seismic energy absorption assembly for anti-seismic energy absorption, and specifically includes the oblique-pulling frame 600 having one end connected to the beam module 100 and the other end connected to the column module 200, the inner side of the oblique-pulling frame 600 is provided with the elastic energy absorption portion 610 arranged in a V-shape, and the two oblique-pulling frames 600 arranged diagonally are connected to each other with the detachable oblique-pulling rod 700. Thus, when the structure is installed, one end of the diagonal frame 600 may be fixed to the beam module 100 by means of a bolt, and the other end may be fixed to the column module 200, and the stability of the anti-seismic structure may be improved by the diagonal effect of the diagonal member 700, and the elastic energy absorbing portion 610 of the diagonal frame 600 may absorb energy when vibration is generated between the column module 200 and the beam module 100, thereby improving the anti-seismic property of the entire building system.
In this embodiment, the column module 200 plays a role of bearing stress in the whole building system, and needs to have higher structural strength, the column module 200 in this embodiment is a column body 210 with a polygonal cross section, the lower end of the column body 210 is provided with a bottom support 213, and the column slot structure includes a column casting cavity and a column slot 211; the upright post pouring cavity is arranged in the upright post body 210 and is arranged along the length direction of the upright post, and the upright post slotted holes 211 are arranged on at least one outer vertical surface of the upright post body 210 at intervals; the column slot structure further includes wall plate horizontal paving connecting holes 212, and the wall plate horizontal paving connecting holes 212 are arranged on the outer vertical surface of the column body 210 corresponding to the outer side of the three-dimensional frame at intervals. After the upright post bodies 210 are vertically arranged, the upright post slot holes 211 can be used for being stably connected with the beam modules 100 through fixing components, and when the wall boards 400 need to be transversely laid, the wall board mounting mechanisms at the two ends of the wall boards 400 can be stably mounted through the wall board transverse laying connection holes 212. After the installation is completed, concrete for grouting and pouring can be directly poured into the three-dimensional pouring cavity, when pipelines need to be laid, related pipelines can directly penetrate through the three-dimensional pouring cavity, and the purpose of improving the assembly efficiency is achieved.
In this embodiment, the beam module 100 is used for connecting the column body 210 and carrying a load, and it is required to have a high structural strength, the beam module 100 in this embodiment is an i-beam having an i-shaped cross section, and the beam slot structure includes a beam-raising-column connection hole a111, a beam casting hole a112, a beam casting hole B114, a floor-bearing plate hanging hole 113, and a beam connection hole 115; the beam-rising column connecting holes A111 and the beam pouring holes A112 are arranged on at least one of the upper surface and the lower surface of the I-shaped beam in a staggered mode at intervals; the floor support plate hanging holes 113 are formed in two sides, corresponding to beam rising column connecting holes A111, of the I-shaped beam, the beam pouring holes B114 are formed in the beam web between the upper surface and the lower surface of the I-shaped beam at intervals, and the beam connecting holes 115 are formed in two sides, corresponding to the beam pouring holes B114, of the beam web. The two ends of the I-shaped beam are provided with beam end plates 500, the beam end plates 500 are provided with guide positioning grooves 510, and the guide positioning grooves 510 penetrate through the lower side edges of the beam end plates 500; the cross beam with the I-shaped cross section has good shearing resistance and torsion resistance, a beam-rising column connecting hole A111 formed in the I-shaped cross beam can be used for connecting the upright post body 210, and a grouting pouring channel can be formed by the cross beam pouring hole B114 and the cross beam pouring hole A112, so that grouting circulation is facilitated, and grouting operation efficiency is improved; the floor deck hanging hole 113 can be used for installing the floor deck 300; during the installation, pass through connecting pieces such as bolts and fix behind building carrier plate hanging hole 113 and the building carrier plate mounting hole can, roof beam connecting hole 115 can be used to arrange many crossbeams side by side, in order to realize quick location installation when the installation, can be with crossbeam rapid Assembly to the relevant position through locating crossbeam end plate 500's direction constant head tank 510.
Example two
As shown in fig. 11 and 12, another beam module structure is provided in this embodiment, which is different from the first embodiment in that the beam module provided in this embodiment is a cross beam 120 with a cross-shaped cross section, and the beam slot structure includes a beam-column connecting hole B121, a beam casting hole C122, a beam casting hole D124, and a wall plate positioning slot 123; the beam-rising column connecting hole B121 and the beam pouring hole C122 are arranged on horizontal surfaces of a vertical web plate and two sides of the cross-shaped beam 120 in a staggered mode, the beam pouring holes D124 are arranged on upper and lower vertical surfaces of the cross-shaped beam 120 at intervals, and the wallboard positioning grooves 123 are arranged on edges of two sides of the horizontal surface of the cross-shaped beam 120. The both ends of cross crossbeam 120 are equipped with crossbeam end plate 500, are equipped with direction constant head tank 510 on the crossbeam end plate 500, direction constant head tank 510 runs through the lower side of crossbeam end plate. A beam rising column connecting hole B121 formed in the cross-shaped beam 120 can be used for connecting the upright post module 200, and a beam pouring hole C122 and a beam pouring hole D124 can form a channel for grouting and pouring so as to facilitate grouting and circulation and improve grouting operation efficiency; the wall plate positioning grooves 510 can serve as positioning and mounting functions for the wall plate 400, and in order to realize quick positioning and mounting when mounting, the beam module 100 can be quickly assembled to a corresponding position through the guiding positioning grooves 510 arranged on the beam end plate 500.
EXAMPLE III
As shown in fig. 14 and 15, the fixing assembly according to the first embodiment is used for fixing a beam module and a column module, so that the whole universal three-dimensional frame structure is more stable, in this embodiment, the fixing assembly is provided as a bolt fixing assembly, the bolt fixing assembly includes connecting rods 800 arranged in a cross manner, and two ends of the connecting rods 800 are provided with threaded connection parts 810; the middle part of one connecting rod 800 is provided with a threaded hole which radially penetrates through the connecting rod 800, and the middle part of the other connecting rod 800 is provided with a matching part which penetrates through the threaded hole. Constitute cross screw structure behind two connecting rods 800 cross arrangement, threaded connection portion 810 in this embodiment can be external screw thread or internal thread hole, when threaded connection portion 810 is the external screw thread, connecting rod 800 passes and fixes through the nut behind the corresponding mounting hole on stand and the crossbeam, when threaded connection portion 810 is the internal thread hole, connecting rod 800 passes and fixes through fixing bolt behind the corresponding mounting hole on stand and the crossbeam, not only be convenient for install and can ensure the stability of installation, improve operating efficiency.
Example four
As shown in fig. 15, the third difference from the third embodiment is that the fixing component provided in the present embodiment is an elbow fixing component, the elbow fixing component includes a connecting elbow 900, two ends of the connecting elbow 900 are provided with screw rod connection portions 910, a step groove adapted to the wall thickness of the beam module or the column module is provided between the screw rod connection portions 910 and the connecting elbow 900, and the tail end of the screw rod connection portion 910 is further provided with a twisting head 920. When the installation is carried out, the screw connecting portions 910 at the two ends of the connecting elbow 900 penetrate through the corresponding installation holes on the upright post and the cross beam, so that the cross beam and the side wall of the upright post are clamped in the step groove and then are fixed through the fixing nuts, the installation is facilitated, and the installation stability can be ensured.
EXAMPLE five
As shown in fig. 16, different from the third and fourth embodiments, the fixing assembly provided in the present embodiment is a connecting rod fixing assembly, the connecting rod fixing assembly includes a pair of connecting rods 1000 arranged in a cross shape, engaging grooves 1010 are provided on outer circumferential surfaces of the two connecting rods 1000, the connecting rod 1000 is further provided with a connecting hole 1020 penetrating through two ends of the connecting rod 1000, inner walls of the connecting hole 1020 are provided with internal threads corresponding to two ends of the connecting rod 1000, and a pair of rotation stopping bosses 1030 arranged oppositely are provided on end surfaces of two ends of the connecting rod 1000. The two connecting rods 1000 are arranged in a crossed manner to form a cross-shaped connecting rod structure, and penetrate through the corresponding beam module 100 or the corresponding upright post module 200 to realize rapid assembly and fixation, so that the operation efficiency is improved.
EXAMPLE six
As shown in fig. 17 to 20, in the first embodiment, the method is mainly applied to assembling low-rise buildings, only a single column module and a single beam module are needed to be assembled and combined in the low-rise buildings, and the requirements on the strength of the beam module 100 and the column module 200 are higher when a high-rise building system needs to be assembled; in this embodiment, the cross-sectional areas of the beam module 100 and the column module 200 are increased for the high-rise building system; to stand module 200, this embodiment is arranged many stand bodies 210 along vertical side by side, the cross-sectional area of a plurality of stand modules 200 after paralleling can increase whole monomer stand, arrange for the example with five stand bodies 210 side by side, stand cross-sectional area after paralleling increases to the five times of single stand cross-sectional area, make the bearing capacity of stand stronger, and the same reason, arrange the crossbeam about or side by side in this embodiment, pass roof beam connecting hole 115 through connecting bolt between two adjacent crossbeams and fix, and then increase the sectional area of crossbeam by a wide margin, and the structural strength is improved.
In addition, when the high-rise building system needs to be used permanently, pouring operation is carried out after assembly is completed; pouring is mainly carried out by adopting a mode of layered grouting from top to bottom: aligning a grouting pipe orifice of grouting equipment with a grouting bearing channel of each floor bearing plate on the upper layer, and grouting mortar into the grouting bearing channel, wherein the mortar flows into reserved cavities of the stand column modules, the cross beam modules and the wall plates on the next layer sequentially through cross beam notch structures and stand column notch structures arranged on the cross beam modules and the stand column modules, and tamping the mortar by using a vibrating spear device in the grouting process; and after the next layer of upright post modules, the beam modules and the wallboard mortar are fully filled, naturally overflowing to the pouring layer to finish the pouring of the main layer, thereby forming an integrated grouting situation. The mortar can be quickly poured into each pouring layer in the pouring process, so that the pouring efficiency is high, and the mortar has high structural stability.
In the foregoing embodiments, the cross beam is preferably made by stamping, cutting, etc. using a section bar or by cutting and then welding a steel plate, and the column is preferably made by stamping, cutting, etc. using a standard section bar or by cutting and then welding a steel plate.
In the description of the present invention, numerous specific details are set forth. It is understood, however, that embodiments of the invention may be practiced without these specific details. In some instances, well-known methods, systems, and techniques have not been shown in detail in order not to obscure an understanding of this description.
Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit the same; while the invention has been described in detail and with reference to the foregoing embodiments, it will be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some or all of the technical features may be equivalently replaced; such modifications and substitutions do not depart from the spirit and scope of the present invention, and they should be construed as being included in the following claims and description.
Claims (12)
1. The utility model provides a general shaped steel mixes building system which characterized in that: the energy-absorbing and energy-absorbing structure comprises a horizontally arranged beam module (100) and a vertically arranged upright module (200), wherein an anti-seismic energy-absorbing assembly is arranged between the beam module (100) and the upright module (200); the beam module (100) and the upright post module (200) are respectively provided with a beam slotted hole structure and an upright post slotted hole structure for fixed connection, pipeline penetration and concrete pouring;
crossbeam module (100) with assemble back with stand module (200) and fix through fixed subassembly and form general space frame, wallboard (400) have been laid with the detachable mode in the inboard and the outside of general space frame, building carrier plate (300) have been laid to general space frame upper end, the both ends accessible hanging fixed establishment of building carrier plate (300) installs on crossbeam module (100).
2. The universal steel reinforced concrete building system according to claim 1, wherein:
wallboard (400) include outer panel (410) and mounting panel (420), mounting panel (420) are located outer panel (410) inboard and with the installation of outer panel laminating, the shaping has between mounting panel (420) and outer panel (410) and reserves cavity (430), mounting panel (420) both ends are equipped with can link to each other with beam module (100) or stand module (200) wallboard installation mechanism.
3. The universal steel reinforced concrete building system according to claim 1, wherein:
the longitudinal section of the floor bearing plate (300) is in a Chinese character 'shan', the middle part of the floor bearing plate (300) is provided with a bearing part (310) arranged along the length direction of the floor bearing plate (300), and grouting bearing channels are formed on the two sides of the floor bearing plate (300) corresponding to the bearing part (310); the long to both sides of building carrier plate (300) still can be equipped with concrete anchor portion (330) that can be used to the anchor, hanging type fixed establishment is including the hanging bearing connecting piece (320) of locating building carrier plate (300) both ends, be equipped with the building carrier plate mounting hole that links to each other with crossbeam module (100) on hanging bearing connecting piece (320).
4. The universal steel reinforced concrete building system according to claim 1, wherein: the anti-seismic energy-absorbing assembly comprises an inclined pulling frame (600) with one end connected with the beam module (100) and the other end connected with the upright post module (200), the inner side of the inclined pulling frame (600) is also bent to form an elastic energy-absorbing part (610), and two inclined pulling frames (600) which are arranged diagonally are connected with a detachable inclined pulling rod (700).
5. The universal steel reinforced concrete building system according to claim 1, wherein: the upright post module (200) is an upright post body (210) with a polygonal section, the upright post body (210) is vertically arranged in parallel, a bottom supporting part (213) is arranged at the lower end of the upright post body (210), and the upright post slotted hole (211) structure comprises an upright post pouring cavity and an upright post slotted hole (211); the upright post pouring cavity is arranged in the upright post body (210) and is arranged along the length direction of the upright post, and the upright post slotted holes (211) are arranged on at least one outer vertical surface of the upright post body (210) at intervals; the upright post slotted hole (211) structure further comprises wallboard transverse-paving connecting holes (212), and the wallboard transverse-paving connecting holes (212) are arranged on the outer vertical surface of the upright post body (210) corresponding to the outer side of the three-dimensional frame at intervals.
6. The universal steel and concrete building system according to any one of claims 1 to 5, wherein:
the beam module (100) is an I-shaped beam (110) with an I-shaped cross section, the I-shaped beam (110) is horizontally arranged in parallel, one or more I-shaped beams (110) are horizontally arranged in parallel, when the I-shaped beams (110) are arranged in parallel, the I-shaped beams (110) are arranged in parallel from top to bottom or from left to right, and the beam slotted hole structure comprises a beam rising column connecting hole A (111), a beam pouring hole A (112), a beam pouring hole B (114), a floor support plate hanging hole (113) and a beam connecting hole (115);
the beam-rising column connecting holes A (111) and the beam pouring holes A (112) are arranged on at least one of the upper surface and the lower surface of the I-shaped beam (110) in a staggered mode at intervals; the building bearing plate hanging holes (113) are formed in two sides, corresponding to beam rising column connecting holes A (111), of the I-shaped beam (110), beam pouring holes B (114) are formed in a beam web plate between the upper surface and the lower surface of the I-shaped beam (110) at intervals, and beam connecting holes (1020) are formed in two sides, corresponding to the beam pouring holes B (114), of the beam web plate.
7. The universal steel and concrete building system according to any one of claims 1 to 5, wherein: the beam module (100) is a cross-shaped beam (120) with a cross-shaped section, the cross-shaped beam (120) is horizontally arranged in parallel, one or more cross-shaped beams (120) are horizontally arranged in parallel, when the cross-shaped beams (120) are arranged in parallel, the cross-shaped beams (120) are arranged in parallel from top to bottom or from left to right, and the beam slotted hole structure comprises a beam-lifting column connecting hole B (121), a beam pouring hole C (122), a beam pouring hole D (124) and a wallboard positioning groove (123);
beam-rising column connecting hole B (121) and crossbeam pouring hole C (122) staggered arrangement are on the horizontal surface of cross crossbeam (120) vertical web and both sides, crossbeam pouring hole D (124) interval arrangement is on two upper and lower vertical faces of cross crossbeam (120), and wallboard constant head tank (123) are located on the edge of cross crossbeam (120) horizontal plane both sides.
8. The universal steel and concrete building system according to claim 6 or 7, wherein: the I-shaped crossbeam (110) and cross crossbeam (120) both ends are equipped with crossbeam end plate (500), be equipped with direction constant head tank (510) on crossbeam end plate (500), direction constant head tank (510) run through the lower side of crossbeam end plate (500).
9. The universal steel reinforced concrete building system according to claim 8, wherein: the fixing assembly is a bolt fixing assembly, the bolt fixing assembly comprises connecting rods (800) which are arranged in a crossed mode, threaded connecting portions (810) are arranged at two ends of each connecting rod (800), a threaded hole which radially penetrates through each connecting rod (800) is formed in the middle of one connecting rod (800), and a matching portion which penetrates through the threaded hole is formed in the middle of the other connecting rod (800).
10. The universal steel reinforced concrete building system according to claim 8, wherein: the fixed subassembly is the fixed subassembly of elbow, the fixed subassembly of elbow is including connecting elbow (900), it is equipped with screw rod connecting portion (910) to connect elbow (900) both ends, be equipped with between screw rod connecting portion (910) and connection elbow (900) with crossbeam module (100) or stand module (200) wall thickness adapted step groove, screw rod connecting portion (910) end still is equipped with and turns round head (920) of cutting.
11. The universal steel reinforced concrete building system according to claim 8, wherein: fixed subassembly is the fixed subassembly of connecting rod, the fixed subassembly of connecting rod is equipped with cooperation groove (1010) of mutual block including a pair of connecting rod (1000) that are the cross and arrange, still be equipped with connecting hole (1020) that run through connecting rod (1000) both ends in connecting rod (1000), connecting hole (1020) inner wall corresponds connecting rod (1000) both ends and is equipped with the internal thread, be equipped with a pair of rotation stopping boss (1030) of arranging relatively on the terminal surface at connecting rod (1000) both ends.
12. A method of casting a universal steel and concrete building system according to any one of claims 1 to 11, characterized in that: the method comprises the following pouring modes:
grouting from top to bottom in layers: aligning a grouting pipe orifice of grouting equipment with a grouting bearing channel of each floor bearing plate on the upper layer, and grouting mortar into the grouting bearing channel, wherein the mortar flows into reserved cavities of the stand column modules, the cross beam modules and the wall plates on the next layer sequentially through cross beam notch structures and stand column notch structures arranged on the cross beam modules and the stand column modules, and tamping the mortar by using a vibrating spear device in the grouting process; and after the next layer of upright post modules, the beam modules and the wallboard mortar are filled, naturally overflowing to the pouring layer to finish the pouring of the main layer.
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| KR100994179B1 (en) * | 2010-01-27 | 2010-11-15 | 유문식 | A quake-proof structure for building |
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| CN210164056U (en) * | 2019-05-24 | 2020-03-20 | 长沙三远钢结构有限公司 | Assembled steel-concrete composite structure building system |
| CN211898896U (en) * | 2020-03-30 | 2020-11-10 | 上海鹄鸫重工股份有限公司 | General shaped steel mixes building system |
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| JPH08151686A (en) * | 1994-11-30 | 1996-06-11 | Takenaka Komuten Co Ltd | Pillar/beam connecting part provided with energy absorbing mechanism |
| JPH11293930A (en) * | 1998-04-15 | 1999-10-26 | Nishimatsu Constr Co Ltd | Earthquake-resistive reinforcing member and earthquake-resistive reinforcing construction |
| KR100994179B1 (en) * | 2010-01-27 | 2010-11-15 | 유문식 | A quake-proof structure for building |
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