CN105113665A - Prefabricated hoisted wall of assembly type building - Google Patents
Prefabricated hoisted wall of assembly type building Download PDFInfo
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- CN105113665A CN105113665A CN201510511389.0A CN201510511389A CN105113665A CN 105113665 A CN105113665 A CN 105113665A CN 201510511389 A CN201510511389 A CN 201510511389A CN 105113665 A CN105113665 A CN 105113665A
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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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
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Abstract
The invention belongs to the technical field of buildings, and relates to a prefabricated hoisted wall of an assembly type building. The technical problem that the design in the prior art is not reasonable is solved. The prefabricated hoisted wall comprises at least two prefabricated wall plates made of reinforced concrete; a plurality of transverse bars which are made of reinforcing steel bars and extend transversely are arranged in each prefabricated wall plate; the adjacent prefabricated wall plates in the transverse direction are connected to one another integrally; the prefabricated wall plates are distributed on different surfaces; and the transverse bars between each two adjacent prefabricated wall plates in the transverse direction are in one-to-one correspondence to one another and are connected to one another through transverse bar connecting structures. The prefabricated hoisted wall of the assembly type building has the advantages that the prefabricated hoisted wall is easy to manufacture, quick assembly of the building can be implemented, a construction environment is improved effectively, construction cost is reduced, and loss of energy is reduced; construction waste and construction sewage can be reduced, construction noise is reduced, discharge of harmful gas and dust is reduced, and the number of site operation and management workers is also reduced; and connection is stable and reliable, precision of components is high, and common quality problems such as cracks and leakage of the wall can be solved to a maximum extent.
Description
Technical field
The invention belongs to technical field of buildings, relate to fabricated structure, especially relate to a kind of prefabrication and lifting body of wall of fabricated structure.
Background technology
Fabricated structure, namely uses industrialized mode production building, at plant produced processing building main member, is transported to building-site, is assembled into the buildings such as the Business Building of high-quality, house.The building cycle of fabricated structure is short, resource consumption is few, environmental protection, and construction cost is low, effectively can improve construction environment, improves disadvantages such as leaking, heat-insulating property is not good.Such as, Chinese patent literature discloses a kind of steel work and precast concrete assembled-type house building system [application number: 201310050953.4], comprising: steel structure frame, floor reinforced bar mesh, cast-in-situ concrete, precast concrete external wall panel, insulated pouring material, precast light wallboard, precast concrete stair, precast concrete stair bearing sheet, stair bearing sheet steel mesh reinforcement, precast concrete balcony slab, precast concrete air-condition plate; Precast concrete external wall panel, insulated pouring material and precast light wallboard form composite exterior wall body; Prefabricated units are adopted with cast-in-situ floor, cast-in-situ stair bearing sheet and steel structure frame and are connected in two ways: a kind of be connected with the built-in fitting on prefabricated units by the connector on steel frame, built-in fitting between prefabricated units is interconnected; A kind of is that the exposed steel bar on prefabricated units and cast-in-situ floor steel mesh reinforcement, cast-in-situ stair bearing sheet steel mesh reinforcement are overlapped and welded together, and concreting after coagulation is as a whole.
But fabricated structure of the prior art only can realize the assembling of one side wallboard usually, namely the prefabricated wallboard compared with junior unit, is assembled into body of wall again after lifting puts in place.Although this mode also can be described as assembled-type house, and unrealized assembling truly.Because elementary cell is less, assembling process is more complicated still, construction speed, construction cost, energy consumption etc. unrealized marked change.
Summary of the invention
The object of the invention is for the problems referred to above, provide that one is easy to be assembled into building, cost significantly reduces, the prefabrication and lifting body of wall of the fabricated structure of energy-conserving and environment-protective.
For achieving the above object, present invention employs following technical proposal: the prefabrication and lifting body of wall of this fabricated structure, it is characterized in that, this prefabrication and lifting body of wall comprises at least two pieces of prefabricated panels be made up of steel concrete, some being made up of reinforcing bar and the horizontal bar of horizontal expansion is provided with in described prefabricated panel, laterally adjacent each prefabricated panel is connected as a single entity, described prefabricated panel is distributed in not on coplanar, and the horizontal bar one_to_one corresponding between two pieces of laterally adjacent prefabricated panels is arranged and is connected by horizontal bar syndeton.
In the prefabrication and lifting body of wall of above-mentioned fabricated structure, the upper end of described prefabricated panel is provided with at least one hoisting component, and described hoisting component and vertical muscle upper end removably connect or pre-on prefabricated panel.
In the prefabrication and lifting body of wall of above-mentioned fabricated structure, be provided with some being made up of reinforcing bar and the vertical muscle of longitudinal extension in described prefabricated panel, the vertical muscle one_to_one corresponding between two pieces of neighbouring prefabricated panels is arranged and can be connected by vertical muscle syndeton.
In the prefabrication and lifting body of wall of above-mentioned fabricated structure, described vertical muscle syndeton comprises clamping cover and clamping joint, described clamping cover is connected in a vertical muscle end, and described clamping joint is connected in another root and indulges muscle end, and described clamping cover and the mutual clamping of clamping joint are connected.
In the prefabrication and lifting body of wall of above-mentioned fabricated structure, in described clamping cover outer end port, there is Access Division, described the inner, Access Division and clamping are overlapped between inwall and are formed barb draw-in groove, outer end, Access Division has the interface in inverted round stage taper, is provided with axially to stretch out and top has the alignment pin of conical head in clamping cover; Described clamping joint outer end has some circumferentially evenly distributed card columns, the end of described card column has the portion of expanding of radially outward protruding and expands rear end, portion and forms the barb card that can fasten with barb draw-in groove after card column enters clamping cover, and described card column is surrounded and formed when card column enters the interface channel that alignment pin can be made to insert after clamping is overlapped.
In the prefabrication and lifting body of wall of above-mentioned fabricated structure; described clamping cover and indulge between muscle end and/or be provided with adjusting rod between clamping joint and vertical muscle end, described adjusting rod be provided with the positive/negative thread that is threaded with vertical muscle end and clamping cover or clamping joint respectively and the corresponding vertical muscle arranged can be made mutually to draw close when adjusting rod rotates toward the direction or mutual away from.
In the prefabrication and lifting body of wall of above-mentioned fabricated structure, described vertical muscle end be arranged in prefabricated panel and be fixed with in vertical muscle end be embedded in prefabricated panel in advance and can with any one embedded nut be threaded of adjusting rod, clamping cover and clamping joint.
In the prefabrication and lifting body of wall of above-mentioned fabricated structure, be provided with body of wall leg between two pieces of neighbouring prefabricated panels thus form casting space between the prefabricated panel of neighbouring two floors, described vertical muscle syndeton to be arranged in casting space and in casting space, to be also provided with floor horizontal bar, cast-in-situ concrete in described casting space.
In the prefabrication and lifting body of wall of above-mentioned fabricated structure, between two pieces of neighbouring prefabricated panels, be provided with the lift-up device that at least one can regulate prefabricated panel height.
In the prefabrication and lifting body of wall of above-mentioned fabricated structure, described horizontal bar syndeton comprises adapter sleeve and connector, described adapter sleeve is movably set in a horizontal bar end and has the body that expands preventing adapter sleeve from axially outwards deviating from horizontal bar in this horizontal bar end, described connector is fixed on the end of another root horizontal bar, described connector inserts in adapter sleeve and both are threaded, described adapter sleeve sidepiece has and to connect with adapter sleeve inside and can inject curing compound thus make adapter sleeve after adapter sleeve is connected with connector, expand the filler port being solidified with curing compound between body and connector.
In the prefabrication and lifting body of wall of above-mentioned fabricated structure, each prefabricated panel be linked to be H-shaped body of wall, cross body of wall, L shape body of wall, Contraband shape body of wall, T-shaped body of wall, Z-shaped body of wall, F shape body of wall, U-shaped body of wall, D font body of wall, I-shaped body of wall, day font body of wall, mountain font body of wall, upper font body of wall, groined type body of wall, rectangular wall body, any one in local openings rectangular wall body.
In the prefabrication and lifting body of wall of above-mentioned fabricated structure, form above-mentioned H-shaped body of wall, cross body of wall, L shape body of wall, Contraband shape body of wall, T-shaped body of wall, Z-shaped body of wall, F shape body of wall, U-shaped body of wall, D font body of wall, I-shaped body of wall, day font body of wall, mountain font body of wall, upper font body of wall, groined type body of wall, rectangular wall body, any one body of wall in local openings rectangular wall body prefabricated panel in have at least a prefabricated panel to have concaveconvex structure.
In the prefabrication and lifting body of wall of above-mentioned fabricated structure, form above-mentioned H-shaped body of wall, cross body of wall, L shape body of wall, Contraband shape body of wall, T-shaped body of wall, Z-shaped body of wall, F shape body of wall, U-shaped body of wall, D font body of wall, I-shaped body of wall, day font body of wall, mountain font body of wall, upper font body of wall, groined type body of wall, rectangular wall body, any one body of wall in local openings rectangular wall body prefabricated panel in have at least the outside of a prefabricated panel to form kink.
In the prefabrication and lifting body of wall of above-mentioned fabricated structure, described prefabricated panel comprises dull and stereotyped prefabricated panel and arc prefabricated panel, and described prefabricated panel surrounds formation frame body and wherein at least two pieces of prefabricated panels are arc prefabricated panel.
In the prefabrication and lifting body of wall of above-mentioned fabricated structure, in described frame body, be provided with at least one side and the prefabricated panel that is connected as a single entity of frame body and frame body is divided internally into some intervals by this prefabricated panel.
In the prefabrication and lifting body of wall of above-mentioned fabricated structure, described prefabricated panel is dull and stereotyped prefabricated panel and each dull and stereotyped prefabricated panel is connected to form circumferential open body of wall.
In the prefabrication and lifting body of wall of above-mentioned fabricated structure, this precast wall body also comprises the prefabricated floor plates be made up of steel concrete, some prefabricated panels forms the floor body used as individual layer floor or multilayer floor, and described prefabricated floor plates to be arranged on floor body thus to form individual layer floor body or multilayer floor body.
In the prefabrication and lifting body of wall of above-mentioned fabricated structure, the bottom of described individual layer floor body or multilayer floor body is provided with the floor be made up of steel concrete.
Compared with prior art, the advantage of the prefabrication and lifting body of wall of this fabricated structure is: 1, reasonable in design, be easy to manufacture, the quick assembling of building can be realized, effectively improve construction environment, realize the construction of fabricated structure truly, significantly reduce construction cost, reduce energy loss.2, by factorial praluction and site assembly construction, significantly can reduce building waste and building sewage, reduce construction noise, reduce the discharge of pernicious gas and dust, reduce site operation and administrative staff.3, structural strength is high, secure and reliable connection, and component precision is higher, can improve the common quality defect such as wall crazing, seepage to greatest extent, and improve house safety integrity level, fire line and durability.
Accompanying drawing explanation
Fig. 1 is embodiment 1 structural representation provided by the invention.
Fig. 2 is other structural representations of embodiment 1 provided by the invention.
Fig. 3 is other structural representations of embodiment 1 provided by the invention.
Fig. 4 is other structural representations of embodiment 1 provided by the invention.
Fig. 5 is other structural representations of embodiment 1 provided by the invention.
Fig. 6 is other structural representations of embodiment 1 provided by the invention.
Fig. 7 is other structural representations of embodiment 1 provided by the invention.
Fig. 8 is other structural representations of embodiment 1 provided by the invention.
Fig. 9 is other structural representations of embodiment 1 provided by the invention.
Figure 10 is other structural representations of embodiment 1 provided by the invention.
Figure 11 is other structural representations of embodiment 1 provided by the invention.
Figure 12 is other structural representations of embodiment 1 provided by the invention.
Figure 13 is other structural representations of embodiment 1 provided by the invention.
Figure 14 is other structural representations of embodiment 1 provided by the invention.
Figure 15 is other structural representations of embodiment 1 provided by the invention.
Figure 16 is other structural representations of embodiment 1 provided by the invention.
Figure 17 is other structural representations of embodiment 1 provided by the invention.
Figure 18 is other structural representations of embodiment 1 provided by the invention.
Figure 19 is other structural representations of embodiment 1 provided by the invention.
Figure 20 is other structural representations of embodiment 1 provided by the invention.
Figure 21 is other structural representations of embodiment 1 provided by the invention.
Figure 22 is other structural representations of embodiment 1 provided by the invention.
Figure 23 is other structural representations of embodiment 1 provided by the invention.
Figure 24 is other structural representations of embodiment 1 provided by the invention.
Figure 25 is other structural representations of embodiment 1 provided by the invention.
Figure 26 is the structural representation of embodiment 2 provided by the invention.
Figure 27 is other structural representations of embodiment 2 provided by the invention.
Figure 28 is other structural representations of embodiment 2 provided by the invention.
Figure 29 is other structural representations of embodiment 2 provided by the invention.
Figure 30 is embodiment 3 structural representation provided by the invention.
Figure 31 is the partial enlarged drawing in X portion in Figure 30.
Figure 32 is embodiment 4 structural representation provided by the invention.
Figure 33 is the partial enlarged drawing in Y portion in Figure 32.
Figure 34 is part-structure schematic diagram provided by the invention.
In figure, prefabricated panel 1, concaveconvex structure 11, kink 12, frame body 2, interval 21, prefabricated floor plates 3, floor body 4, individual layer floor body 41, multilayer floor body 42, floor 5, horizontal bar 6, expand body 61, horizontal bar syndeton 7, adapter sleeve 71, filler port 71a, connector 72, vertical muscle 8, vertical muscle syndeton 9, clamping cover 91, Access Division 91a, barb draw-in groove 91b, interface 91c, conical head 91d, alignment pin 91e, clamping joint 92, card column 92a, expand portion 92b, barb card 92c, interface channel 92d, body of wall leg 100, casting space 101, floor horizontal bar 102, hoisting component A, adjusting rod B, embedded nut C, lift-up device D.
Detailed description of the invention
Embodiment 1:
As shown in Fig. 1-34, the prefabrication and lifting body of wall of fabricated structure, it is characterized in that, this prefabrication and lifting body of wall comprises at least two pieces of prefabricated panels be made up of steel concrete 1, some being made up of reinforcing bar and the horizontal bar 6 of horizontal expansion is provided with in described prefabricated panel 1, laterally adjacent each prefabricated panel 1 is connected as a single entity, and described prefabricated panel 1 is distributed in not on coplanar, and horizontal bar 6 one_to_one corresponding between two pieces of laterally adjacent prefabricated panels 1 is arranged and is connected by horizontal bar syndeton 7.The upper end of prefabricated panel 1 is provided with at least one hoisting component A, and hoisting component A and vertical muscle 8 upper end removably connect or pre-on prefabricated panel 1.Be provided with some being made up of reinforcing bar and the vertical muscle 8 of longitudinal extension in prefabricated panel 1, vertical muscle 8 one_to_one corresponding between two pieces of neighbouring prefabricated panels 1 is arranged and can be connected by vertical muscle syndeton 9.
In the present embodiment, as illustrated in figs. 32-34, vertical muscle syndeton 9 comprises clamping cover 91 and clamping joint 92, and described clamping cover 91 is connected in vertical muscle 8 end, described clamping joint 92 is connected in another root and indulges muscle 8 end, and described clamping cover 91 and clamping joint 92 mutually clamping are connected.Specifically, clamping is overlapped in 91 outer end ports and is had Access Division 91a, described Access Division 91a the inner and clamping are overlapped between 91 inwalls and are formed barb draw-in groove 91b, 91a outer end, Access Division has the interface 91c in inverted round stage taper, is provided with axially to stretch out and top has the alignment pin 91e of conical head 91d in clamping cover 91; Described clamping joint 92 outer end has some circumferentially evenly distributed card column 92a, the end of described card column 92a has portion of the expanding 92b that radially outward protrudes and expands 92b rear end, portion and forms the barb card 92c that can fasten with barb draw-in groove 91b after card column 92a enters clamping cover 91, and described card column 91a surrounds and formed when card column 92a enters the interface channel 92d that alignment pin 91e can be made to insert after clamping overlaps 91.
Between clamping cover 91 and vertical muscle 8 end and/or be provided with adjusting rod B between clamping joint 92 and vertical muscle 8 end, described adjusting rod B be provided with overlap with vertical muscle 8 end and clamping respectively 91 or the positive/negative thread that is threaded of clamping joint 92 and the corresponding vertical muscle 8 arranged can be made mutually to draw close when adjusting rod B rotates toward the direction or mutual away from.
Vertical muscle 8 end is arranged in prefabricated panel 1 and is fixed with in vertical muscle 8 end and is embedded in prefabricated panel 1 in advance and can overlaps any one embedded nut C be threaded of 91 and clamping joint 92 with adjusting rod B, clamping.Be provided with body of wall leg 100 between two pieces of neighbouring prefabricated panels 1 thus form casting space 101 between the prefabricated panel 1 of neighbouring two floors, described vertical muscle syndeton 9 to be arranged in casting space 101 and in casting space 101, to be also provided with floor horizontal bar 102, cast-in-situ concrete in described casting space 101.The lift-up device D that at least one can regulate prefabricated panel 1 height is provided with between two pieces of neighbouring prefabricated panels 1.Here lift-up device D can be jack, in order to regulate adjustment prefabricated panel 1 height and balance when assembling.
Horizontal bar syndeton 7 comprises adapter sleeve 71 and connector 72, described adapter sleeve 72 be movably set in horizontal bar 6 end and have in this horizontal bar 6 end prevent adapter sleeve 71 from axially outwards deviating from horizontal bar 6 expand body 61, described connector 72 is fixed on the end of another root horizontal bar 6, described connector 72 inserts in adapter sleeve 71 and both are threaded, described adapter sleeve 71 sidepiece has and to connect with adapter sleeve 71 inside and can inject curing compound thus make adapter sleeve 71 after adapter sleeve 71 is connected with connector 72, expand the filler port 71a being solidified with curing compound between body 61 and connector 72.Here curing compound can be cement, resin material etc.
Embodiment 2:
As shown in Fig. 2-25, each prefabricated panel 1 be linked to be H-shaped body of wall, cross body of wall, L shape body of wall, Contraband shape body of wall, T-shaped body of wall, Z-shaped body of wall, F shape body of wall, U-shaped body of wall, D font body of wall, I-shaped body of wall, day font body of wall, mountain font body of wall, upper font body of wall, groined type body of wall, rectangular wall body, any one in local openings rectangular wall body.Form above-mentioned H-shaped body of wall, cross body of wall, L shape body of wall, Contraband shape body of wall, T-shaped body of wall, Z-shaped body of wall, F shape body of wall, U-shaped body of wall, D font body of wall, I-shaped body of wall, day font body of wall, mountain font body of wall, upper font body of wall, groined type body of wall, rectangular wall body, any one body of wall in local openings rectangular wall body prefabricated panel 1 in have at least a prefabricated panel 1 to have concaveconvex structure 11.Form above-mentioned H-shaped body of wall, cross body of wall, L shape body of wall, Contraband shape body of wall, T-shaped body of wall, Z-shaped body of wall, F shape body of wall, U-shaped body of wall, D font body of wall, I-shaped body of wall, day font body of wall, mountain font body of wall, upper font body of wall, groined type body of wall, rectangular wall body, any one body of wall in local openings rectangular wall body prefabricated panel 1 in have at least the outside of a prefabricated panel 1 to form kink 12.Prefabricated panel 1 comprises dull and stereotyped prefabricated panel and arc prefabricated panel, and described prefabricated panel 1 surrounds formation frame body 2 and wherein at least two pieces of prefabricated panels 1 are arc prefabricated panel.At least one side and the prefabricated panel 1 that is connected as a single entity of frame body 2 and frame body 2 is divided internally into some interval 21 by this prefabricated panel 1 is provided with in frame body 2.Prefabricated panel 1 is dull and stereotyped prefabricated panel and each dull and stereotyped prefabricated panel is connected to form circumferential open body of wall.
Embodiment 3:
As illustrated in figures 26-29, this precast wall body also comprises the prefabricated floor plates 3 be made up of steel concrete, some prefabricated panels 1 form the floor body 4 used as individual layer floor or multilayer floor, and described prefabricated floor plates 3 to be arranged on floor body 4 thus to form individual layer floor body 41 or multilayer floor body 42.The bottom of individual layer floor body 41 or multilayer floor body 42 is provided with the floor 5 be made up of steel concrete.
Specific embodiment described herein is only to the explanation for example of the present invention's spirit.Those skilled in the art can make various amendment or supplement or adopt similar mode to substitute to described specific embodiment, but can't depart from spirit of the present invention or surmount the scope that appended claims defines.
Although more employ prefabricated panel 1 herein, concaveconvex structure 11, kink 12, frame body 2, interval 21, prefabricated floor plates 3, floor body 4, individual layer floor body 41, multilayer floor body 42, floor 5, horizontal bar 6, expand body 61, horizontal bar syndeton 7, adapter sleeve 71, filler port 71a, connector 72, vertical muscle 8, vertical muscle syndeton 9, clamping cover 91, Access Division 91a, barb draw-in groove 91b, interface 91c, conical head 91d, alignment pin 91e, clamping joint 92, card column 92a, expand portion 92b, barb card 92c, interface channel 92d, body of wall leg 100, casting space 101, floor horizontal bar 102, hoisting component A, adjusting rod B, embedded nut C, the terms such as lift-up device D, but do not get rid of the possibility using other term.These terms are used to be only used to describe and explain essence of the present invention more easily; The restriction that they are construed to any one additional is all contrary with spirit of the present invention.
Claims (18)
1. the prefabrication and lifting body of wall of a fabricated structure, it is characterized in that, this prefabrication and lifting body of wall comprises at least two pieces of prefabricated panels be made up of steel concrete (1), some being made up of reinforcing bar and the horizontal bar of horizontal expansion (6) is provided with in described prefabricated panel (1), laterally adjacent each prefabricated panel (1) is connected as a single entity, described prefabricated panel (1) is distributed in not on coplanar, and horizontal bar (6) one_to_one corresponding between two pieces of laterally adjacent prefabricated panels (1) is arranged and is connected by horizontal bar syndeton (7).
2. the prefabrication and lifting body of wall of fabricated structure according to claim 1, it is characterized in that, the upper end of described prefabricated panel (1) is provided with at least one hoisting component (A), and described hoisting component (A) and vertical muscle (8) upper end removably connect or pre-on prefabricated panel (1).
3. the prefabrication and lifting body of wall of fabricated structure according to claim 2, it is characterized in that, be provided with some being made up of reinforcing bar and the vertical muscle (8) of longitudinal extension in described prefabricated panel (1), vertical muscle (8) one_to_one corresponding between two pieces of neighbouring prefabricated panels (1) is arranged and can be connected by vertical muscle syndeton (9).
4. the prefabrication and lifting body of wall of fabricated structure according to claim 3, it is characterized in that, described vertical muscle syndeton (9) comprises clamping cover (91) and clamping joint (92), described clamping cover (91) is connected in vertical muscle (8) end, described clamping joint (92) is connected in another root and indulges muscle (8) end, and described clamping cover (91) and clamping joint (92) mutually clamping are connected.
5. the prefabrication and lifting body of wall of fabricated structure according to claim 4, it is characterized in that, in described clamping cover (91) outer end port, there is Access Division (91a), barb draw-in groove (91b) is formed between described the inner, Access Division (91a) and clamping cover (91) inwall, Access Division (91a) outer end has the interface (91c) in inverted round stage taper, is provided with axially to stretch out and top has the alignment pin (91e) of conical head (91d) in clamping cover (91); Described clamping joint (92) outer end has some circumferentially evenly distributed card columns (92a), the end of described card column (92a) has the portion of expanding (92b) of radially outward protruding and expands portion (92b) rear end and forms the barb card (92c) that can fasten with barb draw-in groove (91b) after card column (92a) enters clamping cover (91), and described card column (91a) surrounds the interface channel (92d) being formed and alignment pin (91e) can be made after card column (92a) enters clamping cover (91) to insert.
6. the prefabrication and lifting body of wall of fabricated structure according to claim 4; it is characterized in that; be provided with adjusting rod (B) between described clamping cover (91) and vertical muscle (8) end and/or between clamping joint (92) and vertical muscle (8) end, described adjusting rod (B) be provided with the positive/negative thread that is threaded with vertical muscle (8) end and clamping cover (91) or clamping joint (92) respectively and the corresponding vertical muscle (8) arranged can be made mutually to draw close when adjusting rod (B) rotates toward the direction or mutually away from.
7. the prefabrication and lifting body of wall of fabricated structure according to claim 6, it is characterized in that, described vertical muscle (8) end be arranged in prefabricated panel (1) and be fixed with in vertical muscle (8) end be embedded in prefabricated panel (1) in advance and can with any one embedded nut be threaded (C) of adjusting rod (B), clamping cover (91) and clamping joint (92).
8. the prefabrication and lifting body of wall of the fabricated structure according to claim 3 or 4 or 5 or 6 or 7, it is characterized in that, be provided with body of wall leg (100) between two pieces of neighbouring prefabricated panels (1) thus form casting space (101) between the prefabricated panel (1) of neighbouring two floors, described vertical muscle syndeton (9) to be arranged in casting space (101) and in casting space (101), to be also provided with floor horizontal bar (102), described casting space (101) interior cast-in-situ concrete.
9. the prefabrication and lifting body of wall of fabricated structure according to claim 8, it is characterized in that, between two pieces of neighbouring prefabricated panels (1), be provided with the lift-up device (D) that at least one can regulate prefabricated panel (1) height.
10. according to the prefabrication and lifting body of wall of the fabricated structure in claim 1-9 described in any one, it is characterized in that, described horizontal bar syndeton (7) comprises adapter sleeve (71) and connector (72), described adapter sleeve (72) be movably set in horizontal bar (6) end and have in this horizontal bar (6) end prevent adapter sleeve (71) from axially outwards deviating from horizontal bar (6) expand body (61), described connector (72) is fixed on the end of another root horizontal bar (6), described connector (72) inserts in adapter sleeve (71) and both are threaded, described adapter sleeve (71) sidepiece has and to connect with adapter sleeve (71) inside and can inject curing compound thus make adapter sleeve (71) after adapter sleeve (71) is connected with connector (72), expand the filler port (71a) being solidified with curing compound between body (61) and connector (72).
The prefabrication and lifting body of wall of 11. fabricated structures according to claim 10, it is characterized in that, each prefabricated panel (1) be linked to be H-shaped body of wall, cross body of wall, L shape body of wall, Contraband shape body of wall, T-shaped body of wall, Z-shaped body of wall, F shape body of wall, U-shaped body of wall, D font body of wall, I-shaped body of wall, day font body of wall, mountain font body of wall, upper font body of wall, groined type body of wall, rectangular wall body, any one in local openings rectangular wall body.
The prefabrication and lifting body of wall of 12. fabricated structures according to claim 11, it is characterized in that, form above-mentioned H-shaped body of wall, cross body of wall, L shape body of wall, Contraband shape body of wall, T-shaped body of wall, Z-shaped body of wall, F shape body of wall, U-shaped body of wall, D font body of wall, I-shaped body of wall, day font body of wall, mountain font body of wall, upper font body of wall, groined type body of wall, rectangular wall body, any one body of wall in local openings rectangular wall body prefabricated panel (1) in have at least a prefabricated panel (1) to have concaveconvex structure (11).
The prefabrication and lifting body of wall of 13. fabricated structures according to claim 11, it is characterized in that, form above-mentioned H-shaped body of wall, cross body of wall, L shape body of wall, Contraband shape body of wall, T-shaped body of wall, Z-shaped body of wall, F shape body of wall, U-shaped body of wall, D font body of wall, I-shaped body of wall, day font body of wall, mountain font body of wall, upper font body of wall, groined type body of wall, rectangular wall body, any one body of wall in local openings rectangular wall body prefabricated panel (1) in have at least the outside of a prefabricated panel (1) to form kink (12).
The prefabrication and lifting body of wall of 14. fabricated structures according to claim 11, it is characterized in that, described prefabricated panel (1) comprises dull and stereotyped prefabricated panel and arc prefabricated panel, and described prefabricated panel (1) surrounds formation frame body (2) and wherein at least two pieces of prefabricated panels (1) are arc prefabricated panel.
The prefabrication and lifting body of wall of 15. fabricated structures according to claim 14, it is characterized in that, in described frame body (2), be provided with at least one side and the prefabricated panel (1) that is connected as a single entity of frame body (2) and frame body (2) is divided internally into some intervals (21) by this prefabricated panel (1).
16. according to the prefabrication and lifting body of wall of the fabricated structure in claim 1-9 described in any one, and it is characterized in that, described prefabricated panel (1) is dull and stereotyped prefabricated panel and each dull and stereotyped prefabricated panel is connected to form circumferential open body of wall.
17. according to the prefabrication and lifting body of wall of the fabricated structure in claim 1-9 described in any one, it is characterized in that, this precast wall body also comprises the prefabricated floor plates (3) be made up of steel concrete, some prefabricated panels (1) form the floor body (4) used as individual layer floor or multilayer floor, and described prefabricated floor plates (3) is arranged on floor body (4) and goes up thus form individual layer floor body (41) or multilayer floor body (42).
The prefabrication and lifting body of wall of 18. fabricated structures according to claim 17, it is characterized in that, described individual layer floor body (41) or the bottom of multilayer floor body (42) are provided with the floor (5) be made up of steel concrete.
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510511389.0A CN105113665B (en) | 2015-08-19 | 2015-08-19 | The prefabrication and lifting wall of fabricated structure |
| CN201810218883.1A CN108385871A (en) | 2015-08-19 | 2015-08-19 | The precast wall body of fabricated structure |
| PCT/CN2016/000501 WO2017028476A1 (en) | 2015-08-19 | 2016-08-29 | Prefabricated hoisting wall of assembly-type building |
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| CN105113665B CN105113665B (en) | 2018-04-24 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2017028476A1 (en) * | 2015-08-19 | 2017-02-23 | 周兆弟 | Prefabricated hoisting wall of assembly-type building |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107975251B (en) * | 2017-12-01 | 2023-09-08 | 中建科技河南有限公司 | Assembled building wallboard joint support device |
| CN110103326B (en) * | 2019-05-29 | 2024-05-28 | 安徽建工建筑工业有限公司 | Device for pre-reserved holes and hoisting of prefabricated wallboard outer hanging rack |
| CN111287343B (en) * | 2020-02-28 | 2021-09-21 | 山东建筑大学 | Outer wall system of wood or light steel structure house and installation part of vacuum insulation panel in outer wall system |
| CN111267208A (en) * | 2020-03-12 | 2020-06-12 | 安徽建工建筑工业有限公司 | Magnetic device for hoisting prefabricated wall board |
| CN112081308A (en) * | 2020-09-30 | 2020-12-15 | 中国电建集团贵阳勘测设计研究院有限公司 | Detachable self-locking connecting structure for assembly type building and using method thereof |
| CN113353781B (en) * | 2021-05-17 | 2023-08-15 | 台州优匠建筑科技有限公司 | Prefabricated wallboard component overhead hoist with laterally-arranged lifting points |
| CN113931298B (en) * | 2021-11-23 | 2023-06-09 | 中国建筑技术集团有限公司 | Construction method of low multilayer assembled light steel light concrete structure system |
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Also Published As
| Publication number | Publication date |
|---|---|
| CN105113665B (en) | 2018-04-24 |
| WO2017028476A1 (en) | 2017-02-23 |
| CN108385871A (en) | 2018-08-10 |
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Effective date of registration: 20220930 Address after: No. 11, Small and Medium Enterprises Park, Dongyi Economic Zone, Funing County, Yancheng City, Jiangsu Province, 224499 Patentee after: Jiangsu Fuhua Pile Industry Co.,Ltd. Address before: 315800 Pugang 18, Xiaogang street, Beilun District, Ningbo, Zhejiang Patentee before: Zhou Zhaodi |