CN105113665B - The prefabrication and lifting wall of fabricated structure - Google Patents
The prefabrication and lifting wall of fabricated structure Download PDFInfo
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- CN105113665B CN105113665B CN201510511389.0A CN201510511389A CN105113665B CN 105113665 B CN105113665 B CN 105113665B CN 201510511389 A CN201510511389 A CN 201510511389A CN 105113665 B CN105113665 B CN 105113665B
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- prefabricated panel
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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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- Architecture (AREA)
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- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention belongs to technical field of buildings, it is related to a kind of prefabrication and lifting wall of fabricated structure.It solves the prior art and designs the technical problem such as not reasonable.This prefabrication and lifting wall includes at least two pieces of prefabricated panels made of armored concrete, some transverse bars for being made and being extended laterally by reinforcing bar are equipped with prefabricated panel, laterally adjacent each prefabricated panel is connected as a single entity, prefabricated panel is distributed in different faces, and the transverse bar between laterally adjacent two pieces of prefabricated panels, which corresponds, to be set and be connected by transverse bar connection structure.Advantage is：1st, it is easily fabricated, it can realize the quick assembling of building, be effectively improved construction environment, reduce construction cost, reduce energy loss.2nd, building waste and building sewage can be reduced, reduces construction noise, reduces the discharge of pernicious gas and dust, reduces site operation and administrative staff.3rd, secure and reliable connection, component precision higher, can improve the common quality defects such as wall crazing, leakage to greatest extent.
Description
Technical field
The invention belongs to technical field of buildings, is related to fabricated structure, more particularly, to a kind of fabricated structure
Prefabrication and lifting wall.
Background technology
Fabricated structure, i.e., with industrialized mode production building, process building main member in plant produced, transport
To building-site, the buildings such as Business Building, the house of high-quality are assembled into.The building cycle of fabricated structure is short, resource disappears
Consumption is few, and environmentally protective, construction cost is low, can be effectively improved construction environment, improves the disadvantages such as leak, heat-insulating property be bad.Example
Such as, Chinese patent literature discloses a kind of steel construction and precast concrete assembled-type house building system [application number：
201310050953.4], including：Steel structure frame, floor reinforced bar mesh, cast-in-place concrete, precast concrete external wall panel, insulation are poured
It is material feeding, precast light wallboard, precast concrete stair, precast concrete stair bearing sheet, stair bearing sheet bar-mat reinforcement, prefabricated mixed
Solidifying soil balcony slab, precast concrete air-conditioning plate；Precast concrete external wall panel, insulated pouring material and precast light wallboard composition are compound
Exterior wall；Prefabricated components are connected with cast-in-situ floor, cast-in-situ stair bearing sheet and steel structure frame using two ways：One kind is logical
Cross the built-in fitting connection on connector and prefabricated components on steel frame, the built-in fitting interconnection between prefabricated components；It is a kind of
It is that the exposed steel bar on prefabricated components and cast-in-situ floor bar-mat reinforcement, cast-in-situ stair bearing sheet bar-mat reinforcement are overlapped and are welded on one
Rise, an entirety is solidified as after casting concrete.
However, fabricated structure of the prior art is usually only capable of realizing the assembling of single side wallboard, i.e., prefabricated smaller list
The wallboard of member, wall is then assembled into lifting afterwards in place.Although this mode alternatively referred to as assembled-type house, and it is not implemented true
Assembling in positive meaning.Since elementary cell is smaller, assembling process is still more complicated, and construction speed, construction cost, the energy disappear
Simultaneously significant changes are not implemented in consumption etc..
The content of the invention
Regarding the issue above, the present invention provides one kind is easily assembled into building, cost significantly reduces, it is energy saving
The prefabrication and lifting wall of the fabricated structure of environmental protection.
To reach above-mentioned purpose, present invention employs following technical proposal：The prefabrication and lifting wall of this fabricated structure,
It is characterized in that, this prefabrication and lifting wall includes at least two pieces of prefabricated panels made of armored concrete, the dry wall
Some transverse bars for being made and being extended laterally by reinforcing bar are equipped with plate, laterally adjacent each prefabricated panel is connected as a single entity, and described is pre-
Wallboard processed is distributed in different faces, and the transverse bar between laterally adjacent two pieces of prefabricated panels, which corresponds, to be set and connected by transverse bar
Binding structure is connected.
In the prefabrication and lifting wall of above-mentioned fabricated structure, the upper end of the prefabricated panel is equipped with least one
Hoisting component, the hoisting component and vertical muscle upper end are detachably connected or prefabricated on prefabricated panel.
It is equipped with the prefabrication and lifting wall of above-mentioned fabricated structure, in the prefabricated panel some by reinforcing bar system
Into and Longitudinal extending vertical muscle, the vertical muscle between neighbouring two pieces of prefabricated panels, which corresponds, sets and can pass through vertical muscle
Connection structure is connected.
In the prefabrication and lifting wall of above-mentioned fabricated structure, the vertical muscle connection structure includes clamping set and card
Connector, the clamping set are connected in a vertical muscle end, and the clamping joint is connected in another vertical muscle end, the card
Female connector and clamping joint are mutually clamped connected.
In the prefabrication and lifting wall of above-mentioned fabricated structure, clamping set has clamping in the port of outer end
Portion, the Access Division is inner to form barb card slot between clamping set inner wall, and Access Division outer end has in inverted round stage taper
Interface, clamping set in be equipped with extend axially outward and top have conical head positioning pin；The clamping joint outer end tool
There are some circumferentially evenly distributed card columns, after the end of the card column has the bulb projected radially outward and bulb
End forms the barb card body that can be fastened after card column enters clamping set with barb card slot, and the card column, which surrounds to be formed, works as card column
The interface channel that after being covered into clamping positioning pin can be inserted into.
In the prefabrication and lifting wall of above-mentioned fabricated structure, the clamping cover and indulge between muscle end and/or
Adjusting rod is equipped between clamping joint and vertical muscle end, the adjusting rod, which is equipped with, to be covered or be clamped with vertical muscle end and clamping respectively
The positive/negative thread of head thread connection and the vertical muscle that can make to be correspondingly arranged when adjusting rod rotates toward the direction mutually draw close or
It is located remotely from each other.
In the prefabrication and lifting wall of above-mentioned fabricated structure, the vertical muscle end be located in prefabricated panel and
Vertical muscle end, which is fixed with, pre- to be embedded in prefabricated panel and can be threadedly coupled with any one in adjusting rod, clamping set and clamping joint
Embedded nut.
In the prefabrication and lifting wall of above-mentioned fabricated structure, wall is equipped between neighbouring two pieces of prefabricated panels
So as to form casting space between the prefabricated panel of two neighbouring floors, the vertical muscle connection structure is set body leg
Put in casting space and floor horizontal bar is additionally provided with casting space, cast-in-place concrete in the casting space.
In the prefabrication and lifting wall of above-mentioned fabricated structure, it is equipped with extremely between neighbouring two pieces of prefabricated panels
A few jacking apparatus that can adjust prefabricated panel height.
In the prefabrication and lifting wall of above-mentioned fabricated structure, the transverse bar connection structure includes connector sleeve and company
Connector, the connector sleeve is movably set in a transverse bar end and having in the transverse bar end prevents connector sleeve from taking off axially outward
Go out the body that expands of transverse bar, the connector is fixed on the end of another transverse bar, the connector insert in connector sleeve and
Both are threadedly coupled, and the connector sleeve sidepiece is provided with to connect and energy after connector sleeve and connector are connected with inside connector sleeve
Injection curing agent is so that connector sleeve, expanding to cure between body and connector and having the filler port of curing agent.
In the prefabrication and lifting wall of above-mentioned fabricated structure, each prefabricated panel is linked to be H-shaped wall, cross wall
Body, L-shaped wall, Contraband shape wall, T-shaped wall, Z-shaped wall, F shapes wall, U-shaped wall, D fonts wall, I-shaped wall, day
It is any one in font wall, mountain font wall, upper font wall, groined type wall, rectangular wall body, local openings rectangular wall body
Kind.
In the prefabrication and lifting wall of above-mentioned fabricated structure, above-mentioned H-shaped wall, cross wall, L-shaped wall are formed
Body, Contraband shape wall, T-shaped wall, Z-shaped wall, F shapes wall, U-shaped wall, D fonts wall, I-shaped wall, stud wall
Any one wall in body, mountain font wall, upper font wall, groined type wall, rectangular wall body, local openings rectangular wall body
Prefabricated panel in an at least face prefabricated panel there is concaveconvex structure.
In the prefabrication and lifting wall of above-mentioned fabricated structure, above-mentioned H-shaped wall, cross wall, L-shaped wall are formed
Body, Contraband shape wall, T-shaped wall, Z-shaped wall, F shapes wall, U-shaped wall, D fonts wall, I-shaped wall, stud wall
Any one wall in body, mountain font wall, upper font wall, groined type wall, rectangular wall body, local openings rectangular wall body
Prefabricated panel in an at least face prefabricated panel outside formed bending part.
In the prefabrication and lifting wall of above-mentioned fabricated structure, the prefabricated panel include tablet prefabricated panel and
Arc prefabricated panel, the prefabricated panel, which surrounds, to form frame body and wherein at least two pieces of prefabricated panels are arc dry wall
Plate.
In the prefabrication and lifting wall of above-mentioned fabricated structure, at least one side and frame shape are equipped with the frame body
The prefabricated panel and the prefabricated panel that body is connected as a single entity will be divided into some sections inside frame body.
In the prefabrication and lifting wall of above-mentioned fabricated structure, the prefabricated panel be tablet prefabricated panel and
Each tablet prefabricated panel connects to form circumferential open wall.
In the prefabrication and lifting wall of above-mentioned fabricated structure, this precast wall body is further included to be made of armored concrete
Prefabricated floor plates, some prefabricated panels form the floor body used as individual layer floor or multilayer floor, the prefabricated building
Laminate is arranged on floor body so as to form individual layer floor body or multilayer floor body.
In the prefabrication and lifting wall of above-mentioned fabricated structure, the bottom of the individual layer floor body or multilayer floor body
Portion is equipped with the floor made of armored concrete.
Compared with prior art, it is the advantages of the prefabrication and lifting wall of this fabricated structure：1st, design is reasonable, easily
In manufacture, it can realize the quick assembling of building, be effectively improved construction environment, realize fabricated structure truly
Construction, be greatly reduced construction cost, reduce energy loss.2nd, constructed, can significantly subtracted by factorial praluction and assembled in situ
Few building waste and building sewage, reduce construction noise, reduce the discharge of pernicious gas and dust, reduce site operation and management
Personnel.3rd, structural strength is high, and secure and reliable connection, component precision higher, can improve the matter such as wall crazing, leakage to greatest extent
Common fault is measured, and improves house safety integrity level, fire line and durability.
Brief description of the drawings
Fig. 1 is 1 structure diagram of embodiment provided by the invention.
Fig. 2 is the other structures schematic diagram of embodiment 1 provided by the invention.
Fig. 3 is the other structures schematic diagram of embodiment 1 provided by the invention.
Fig. 4 is the other structures schematic diagram of embodiment 1 provided by the invention.
Fig. 5 is the other structures schematic diagram of embodiment 1 provided by the invention.
Fig. 6 is the other structures schematic diagram of embodiment 1 provided by the invention.
Fig. 7 is the other structures schematic diagram of embodiment 1 provided by the invention.
Fig. 8 is the other structures schematic diagram of embodiment 1 provided by the invention.
Fig. 9 is the other structures schematic diagram of embodiment 1 provided by the invention.
Figure 10 is the other structures schematic diagram of embodiment 1 provided by the invention.
Figure 11 is the other structures schematic diagram of embodiment 1 provided by the invention.
Figure 12 is the other structures schematic diagram of embodiment 1 provided by the invention.
Figure 13 is the other structures schematic diagram of embodiment 1 provided by the invention.
Figure 14 is the other structures schematic diagram of embodiment 1 provided by the invention.
Figure 15 is the other structures schematic diagram of embodiment 1 provided by the invention.
Figure 16 is the other structures schematic diagram of embodiment 1 provided by the invention.
Figure 17 is the other structures schematic diagram of embodiment 1 provided by the invention.
Figure 18 is the other structures schematic diagram of embodiment 1 provided by the invention.
Figure 19 is the other structures schematic diagram of embodiment 1 provided by the invention.
Figure 20 is the other structures schematic diagram of embodiment 1 provided by the invention.
Figure 21 is the other structures schematic diagram of embodiment 1 provided by the invention.
Figure 22 is the other structures schematic diagram of embodiment 1 provided by the invention.
Figure 23 is the other structures schematic diagram of embodiment 1 provided by the invention.
Figure 24 is the other structures schematic diagram of embodiment 1 provided by the invention.
Figure 25 is the other structures schematic diagram of embodiment 1 provided by the invention.
Figure 26 is the structure diagram of embodiment 2 provided by the invention.
Figure 27 is the other structures schematic diagram of embodiment 2 provided by the invention.
Figure 28 is the other structures schematic diagram of embodiment 2 provided by the invention.
Figure 29 is the other structures schematic diagram of embodiment 2 provided by the invention.
Figure 30 is 3 structure diagram of embodiment provided by the invention.
Figure 31 is the partial enlarged view in X portions in Figure 30.
Figure 32 is 4 structure diagram of embodiment provided by the invention.
Figure 33 is the partial enlarged view in Y portions in Figure 32.
Figure 34 is part-structure schematic diagram provided by the invention.
In figure, prefabricated panel 1, concaveconvex structure 11, bending part 12, frame body 2, section 21, prefabricated floor plates 3, floor body
4th, individual layer floor body 41, multilayer floor body 42, floor 5, transverse bar 6, expand body 61, transverse bar connection structure 7, connector sleeve 71,
Filler port 71a, connector 72, vertical muscle 8, vertical muscle connection structure 9, clamping set 91, Access Division 91a, barb card slot 91b, interface
91c, conical head 91d, positioning pin 91e, clamping joint 92, card column 92a, bulb 92b, barb card body 92c, interface channel 92d, wall
Body leg 100, casting space 101, floor horizontal bar 102, hoisting component A, adjusting rod B, embedded nut C, jacking apparatus D.
Embodiment
Embodiment 1：
As shown in Fig. 1-34, the prefabrication and lifting wall of fabricated structure, it is characterised in that this prefabrication and lifting wall includes
At least two pieces of prefabricated panel 1 made of armored concrete, some be made of reinforcing bar and laterally is equipped with the prefabricated panel 1
The transverse bar 6 of extension, laterally adjacent each prefabricated panel 1 are connected as a single entity, and the prefabricated panel 1 is distributed in different faces, laterally
Transverse bar 6 between two pieces of adjacent prefabricated panels 1, which corresponds, to be set and is connected by transverse bar connection structure 7.Prefabricated panel 1
Upper end is equipped with least one hoisting component A, and hoisting component A is detachably connected or prefabricated in prefabricated panel 1 with vertical 8 upper end of muscle
On.Be equipped with prefabricated panel 1 it is some be made of reinforcing bar and the vertical muscle 8 of Longitudinal extending, neighbouring two pieces of prefabricated panels 1 it
Between vertical muscle 8 correspond and set and can be connected by vertical muscle connection structure 9.
In the present embodiment, as illustrated in figs. 32-34, indulging muscle connection structure 9 includes clamping set 91 and clamping joint 92, described
Clamping set 91 is connected in vertical 8 end of muscle, and the clamping joint 92 is connected in another vertical 8 end of muscle, the clamping set
91 and clamping joint 92 mutually clamping be connected.Specifically, there is Access Division 91a, the clamping in 91 outer end ports of clamping set
Portion 91a is inner to form barb card slot 91b between clamping 91 inner walls of set, and Access Division 91a outer ends have inserting in inverted round stage taper
Interface 91c, clamping set 91 in be equipped with extend axially outward and top have conical head 91d positioning pin 91e；The clamping
The end that first 92 outer end has some circumferentially evenly distributed card column 92a, the card column 92a has what is projected radially outward
Bulb 92b and bulb 92b rear ends are formed when card column 92a falls into what can be fastened after being clamped set 91 with barb card slot 91b
Hook card body 92c, the card column 92a surround the company to be formed and can be inserted into positioning pin 91e after card column 92a enters clamping set 91
Connect road 92d.
It is clamped between set 91 and 8 end of vertical muscle and/or between 8 end of clamping joint 92 and vertical muscle equipped with adjusting rod B, it is described
Adjusting rod B is equipped with the positive/negative thread being threadedly coupled respectively with vertical 8 end of muscle and clamping set 91 or clamping joint 92 and works as adjusting rod B
The vertical muscle 8 that can make to be correspondingly arranged when rotating toward the direction is mutually drawn close or is located remotely from each other.
Vertical 8 end of muscle be located in prefabricated panel 1 and that the pre- prefabricated panel 1 that is embedded in is fixed with vertical 8 end of muscle is interior and can be with tune
Any one embedded nut C being threadedly coupled in pole B, clamping set 91 and clamping joint 92.Two pieces of neighbouring dry walls
Wall leg 100 is equipped between plate 1 so as to form casting space 101 between the prefabricated panel 1 of two neighbouring floors,
The vertical muscle connection structure 9 is arranged in casting space 101 and floor horizontal bar 102, institute is additionally provided with casting space 101
Cast-in-place concrete in the casting space 101 stated.It can be adjusted equipped with least one between two pieces of neighbouring prefabricated panels 1
The jacking apparatus D of 1 height of prefabricated panel.Here jacking apparatus D can be jack, to adjust assembling when adjust it is prefabricated
The height of wallboard 1 and balance.
Transverse bar connection structure 7 includes connector sleeve 71 and connector 72, and the connector sleeve 71 is movably set in a transverse bar
6 ends and have prevent connector sleeve 71 from deviating from transverse bar 6 axially outward to expand body 61, the connector in 6 end of transverse bar
72 are fixed on the end of another transverse bar 6, and the connector 72 inserts in connector sleeve 71 and both are threadedly coupled, the company
71 sidepiece of female connector be provided with connect with inside connector sleeve 71 and can be injected after connector sleeve 71 and connector 72 are connected curing agent from
And make connector sleeve 71, expand the filler port 71a for curing between body 61 and connector 72 and having curing agent.Here curing agent can be
Cement, resin material etc..
Embodiment 2：
As shown in Fig. 2-25, each prefabricated panel 1 is linked to be H-shaped wall, cross wall, L-shaped wall, Contraband shape wall, T-shaped
Wall, Z-shaped wall, F shapes wall, U-shaped wall, D fonts wall, I-shaped wall, stud wall, mountain font wall, on
Any one in font wall, groined type wall, rectangular wall body, local openings rectangular wall body.Form above-mentioned H-shaped wall, ten
It is font wall, L-shaped wall, Contraband shape wall, T shapes wall, Z-shaped wall, F shapes wall, U-shaped wall, D fonts wall, I-shaped
In wall, stud wall, mountain font wall, upper font wall, groined type wall, rectangular wall body, local openings rectangular wall body
Any one wall prefabricated panel 1 in an at least face prefabricated panel 1 there is concaveconvex structure 11.Form above-mentioned H-shaped wall,
Cross wall, L-shaped wall, Contraband shape wall, T-shaped wall, Z-shaped wall, F shapes wall, U fonts wall, D fonts wall, I-shaped
Shape wall, stud wall, mountain font wall, upper font wall, groined type wall, rectangular wall body, local openings rectangular wall body
In any one wall prefabricated panel 1 in an at least face prefabricated panel 1 outside formed bending part 12.Prefabricated panel 1
Including tablet prefabricated panel and arc prefabricated panel, the prefabricated panel 1 surrounds that to form frame body 2 and wherein at least two pieces pre-
Wallboard 1 processed is arc prefabricated panel.The prefabricated panel 1 that at least one side is connected as a single entity with frame body 2 is equipped with frame body 2 and this is pre-
Wallboard 1 processed will be divided into some sections 21 inside frame body 2.Prefabricated panel 1 is tablet prefabricated panel and each tablet dry wall
Plate connects to form circumferential open wall.
Embodiment 3：
As illustrated in figures 26-29, this precast wall body further includes the prefabricated floor plates 3 made of armored concrete, some prefabricated
Wallboard 1 forms the floor body 4 used as individual layer floor or multilayer floor, and the prefabricated floor plates 3 are arranged on floor body 4
So as 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 equipped with by steel
Floor 5 made of reinforced concrete.
Specific embodiment described herein is only to spirit explanation for example of the invention.Technology belonging to the present invention
The technical staff in field can do described specific embodiment various modifications or additions or in a similar way
Substitute, but without departing from spirit of the invention or beyond the scope of the appended claims.
Although prefabricated panel 1, concaveconvex structure 11, bending part 12, frame body 2, section 21, prefabricated is used more herein
Floor plates 3, floor body 4, individual layer floor body 41, multilayer floor body 42, floor 5, transverse bar 6, expand body 61, transverse bar connection knot
Structure 7, connector sleeve 71, filler port 71a, connector 72, vertical muscle 8, vertical muscle connection structure 9, clamping set 91, Access Division 91a, barb
Card slot 91b, interface 91c, conical head 91d, positioning pin 91e, clamping joint 92, card column 92a, bulb 92b, barb card body 92c,
Interface channel 92d, wall leg 100, casting space 101, floor horizontal bar 102, hoisting component A, adjusting rod B, embedded nut
C, the term such as jacking apparatus D, but it does not preclude the possibility of using other terms.The use of these items is only for more convenient
Ground describes and explains the essence of the present invention；Being construed as any one of the additional limitations is disagreed with spirit of the present invention
The back of the body.
Claims (15)
- A kind of 1. prefabrication and lifting wall of fabricated structure, it is characterised in that this prefabrication and lifting wall include at least two pieces by Prefabricated panel made of armored concrete (1), is made and is extended laterally by reinforcing bar equipped with some in the prefabricated panel (1) Transverse bar (6), laterally adjacent each prefabricated panel (1) are connected as a single entity, and the prefabricated panel (1) is distributed in different faces, laterally Transverse bar (6) between two pieces of adjacent prefabricated panels (1), which corresponds, to be set and is connected by transverse bar connection structure (7)；It is described Prefabricated panel (1) in be equipped with it is some be made of reinforcing bar and the vertical muscle of Longitudinal extending (8), neighbouring two pieces of prefabricated panels (1) the vertical muscle (8) between, which corresponds, to be set and can be connected by vertical muscle connection structure (9)；The vertical muscle connection structure (9) include clamping set (91) and clamping joint (92), the clamping set (91) are connected in vertical muscle (8) end, the card Connector (92) is connected in another vertical muscle (8) end, and the clamping set (91) and clamping joint (92) mutually clamping are connected；It is described Clamping set (91) outer end port in there is Access Division (91a), the Access Division (91a) it is inner with clamping set (91) inner wall it Between formed barb card slot (91b), Access Division (91a) outer end have in inverted round stage taper interface (91c), clamping cover (91) It is interior be equipped with extend axially outward and top have conical head (91d) positioning pin (91e)；Described clamping joint (92) outer end has Some circumferentially evenly distributed card columns (92a), the end of the card column (92a) have the bulb projected radially outward (92b) and bulb (92b) rear end is formed can fasten after card column (92a) enters clamping set (91) with barb card slot (91b) Barb card body (92c), the card column (92a) surround to be formed when card column (92a) enter clamping set (91) after can make positioning pin The interface channel (92d) of (91e) insertion.
- 2. the prefabrication and lifting wall of fabricated structure according to claim 1, it is characterised in that the prefabricated panel (1) upper end is equipped with least one hoisting component (A), the hoisting component (A) be detachably connected with vertical muscle (8) upper end or It is prefabricated on prefabricated panel (1).
- 3. the prefabrication and lifting wall of fabricated structure according to claim 2, it is characterised in that the clamping set (91) adjusting rod (B), the adjusting are equipped between vertical muscle (8) end and/or between clamping joint (92) and vertical muscle (8) end Bar (B) is equipped with the positive/negative thread being threadedly coupled respectively with vertical muscle (8) end and clamping set (91) or clamping joint (92) and works as and adjusts The vertical muscle (8) that pole (B) can make to be correspondingly arranged when rotating toward the direction is mutually drawn close or is located remotely from each other.
- 4. the prefabrication and lifting wall of fabricated structure according to claim 3, it is characterised in that the vertical muscle (8) End be located in prefabricated panel (1) and be fixed with vertical muscle (8) end it is pre- be embedded in prefabricated panel (1) it is interior and can with adjusting rod (B), Any one embedded nut (C) being threadedly coupled in clamping set (91) and clamping joint (92).
- 5. the prefabrication and lifting wall of fabricated structure according to claim 1, it is characterised in that neighbouring two pieces Wall leg (100) is equipped between prefabricated panel (1) so as to be formed between the prefabricated panel (1) of two neighbouring floors Casting space (101), the vertical muscle connection structure (9) are arranged in casting space (101) and are gone back in casting space (101) Equipped with floor horizontal bar (102), the casting space (101) interior cast-in-place concrete.
- 6. the prefabrication and lifting wall of fabricated structure according to claim 5, it is characterised in that neighbouring two pieces At least one jacking apparatus (D) that can adjust prefabricated panel (1) height is equipped between prefabricated panel (1).
- 7. the prefabrication and lifting wall of the fabricated structure according to any one in claim 1-6, it is characterised in that institute The transverse bar connection structure (7) stated includes connector sleeve (71) and connector (72), and the connector sleeve (71) is movably set in one Transverse bar (6) end and have prevent connector sleeve (71) from deviating from transverse bar (6) axially outward to expand body in transverse bar (6) end (61), the connector (72) is fixed on the end of another transverse bar (6), and the connector (72) inserts in connector sleeve (71) Interior and both threaded connections, the connector sleeve (71) sidepiece are provided with connector sleeve (71) is connected and worked as inside connector sleeve (71) And connector (72) be connected after can inject curing agent so that connector sleeve (71), expanding and curing between body (61) and connector (72) There is the filler port (71a) of curing agent.
- 8. the prefabrication and lifting wall of fabricated structure according to claim 7, it is characterised in that each prefabricated panel (1) It is linked to be H-shaped wall, cross wall, L-shaped wall, Contraband shape wall, T-shaped wall, Z-shaped wall, F shapes wall, U-shaped wall, D words Shape wall, I-shaped wall, stud wall, mountain font wall, upper font wall, groined type wall, rectangular wall body, part are opened Any one in mouthful rectangular wall body.
- 9. the prefabrication and lifting wall of fabricated structure according to claim 8, it is characterised in that form above-mentioned H-shaped wall Body, cross wall, L-shaped wall, Contraband shape wall, T-shaped wall, Z-shaped wall, F shapes wall, U-shaped wall, D fonts wall, work Font wall, stud wall, mountain font wall, upper font wall, groined type wall, rectangular wall body, local openings rectangle wall An at least face prefabricated panel (1) has concaveconvex structure (11) in the prefabricated panel (1) of any one wall in body.
- 10. the prefabrication and lifting wall of fabricated structure according to claim 8, it is characterised in that form above-mentioned H-shaped wall Body, cross wall, L-shaped wall, Contraband shape wall, T-shaped wall, Z-shaped wall, F shapes wall, U-shaped wall, D fonts wall, work Font wall, stud wall, mountain font wall, upper font wall, groined type wall, rectangular wall body, local openings rectangle wall The outside of an at least face prefabricated panel (1) forms bending part (12) in the prefabricated panel (1) of any one wall in body.
- 11. the prefabrication and lifting wall of fabricated structure according to claim 8, it is characterised in that the dry wall Plate (1) includes tablet prefabricated panel and arc prefabricated panel, and the prefabricated panel (1) surrounds to form frame body (2) and wherein At least two pieces of prefabricated panels (1) are arc prefabricated panel.
- 12. the prefabrication and lifting wall of fabricated structure according to claim 11, it is characterised in that the frame body (2) prefabricated panel (1) and the prefabricated panel (1) being connected as a single entity in equipped with least one side with frame body (2) are by frame body (2) Portion is divided into some sections (21).
- 13. the prefabrication and lifting wall of the fabricated structure according to any one in claim 1-6, it is characterised in that The prefabricated panel (1) is tablet prefabricated panel and each tablet prefabricated panel connects to form circumferential open wall.
- 14. the prefabrication and lifting wall of the fabricated structure according to any one in claim 1-6, it is characterised in that This precast wall body further includes the prefabricated floor plates (3) made of armored concrete, and some prefabricated panels (1) form and are used as individual layer building The floor body (4) that layer or multilayer floor use, the prefabricated floor plates (3) are arranged on floor body (4) so as to form individual layer Floor body (41) or multilayer floor body (42).
- 15. the prefabrication and lifting wall of fabricated structure according to claim 14, it is characterised in that the individual layer building The bottom of layer body (41) or multilayer floor body (42) is equipped with floor (5) made of armored 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 |
Applications Claiming Priority (1)
| 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 |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
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| CN105113665B (en) * | 2015-08-19 | 2018-04-24 | 周兆弟 | The prefabrication and lifting wall of fabricated structure |
| 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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| DE3223895A1 (en) * | 1982-06-26 | 1983-12-29 | Upat Gmbh & Co, 7830 Emmendingen | Method for fastening a facing leaf and bridging sleeve for carrying out the method |
| JPS61257536A (en) * | 1985-05-09 | 1986-11-15 | Natl House Ind Co Ltd | Construction of building |
| CN2260118Y (en) * | 1994-09-05 | 1997-08-20 | 刘新振 | Sectional type prefabricated wall plate structure |
| JPH11158997A (en) * | 1997-11-27 | 1999-06-15 | Okabe Co Ltd | Joint device for column and beam made of precast concrete and wall reinforcement of concrete wall |
| CN100424278C (en) * | 2005-05-17 | 2008-10-08 | 周兆弟 | Double-end expansion hanging pile connecting fastener and prefab |
| CN101603336B (en) * | 2008-06-12 | 2012-07-04 | 黑龙江宇辉新型建筑材料有限公司 | Precast concrete short-pier shear wall with infilling wall panel and connecting method thereof |
| CN201704878U (en) * | 2010-01-26 | 2011-01-12 | 北京市建筑工程研究院 | Combined type reinforcement connecting sleeve |
| CN201738600U (en) * | 2010-06-04 | 2011-02-09 | 北京万科企业有限公司 | Assembled integrated type building |
| CN101818539B (en) * | 2010-06-04 | 2012-02-08 | 北京万科企业有限公司 | Assembled integral building and construction method thereof |
| CN101818527B (en) * | 2010-06-04 | 2011-07-20 | 北京万科企业有限公司 | Assembled integral shear wall structure system and construction method thereof |
| KR101283550B1 (en) * | 2011-10-25 | 2013-07-15 | 한국철도기술연구원 | Precast Panel, Wall Structure using such Precast Panel, and Constructing Method thereof |
| CN102587491B (en) * | 2012-03-02 | 2014-08-13 | 同济大学 | Connection system for total-prefabricated concrete structure |
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| CN203113553U (en) * | 2013-02-26 | 2013-08-07 | 沈阳建筑大学建筑设计研究院 | Prefabricated concrete frame-shear wall structure |
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| CN104179273B (en) * | 2014-09-15 | 2016-08-24 | 中国建筑股份有限公司 | A kind of bottom punches the fabricated assembly overall concrete shear wallboard containing many coupling beams |
| CN204940608U (en) * | 2015-08-19 | 2016-01-06 | 周兆弟 | The prefabrication and lifting body of wall of fabricated structure |
| CN204940585U (en) * | 2015-08-19 | 2016-01-06 | 周兆弟 | The precast wall body of assembled-type house |
| CN105113665B (en) * | 2015-08-19 | 2018-04-24 | 周兆弟 | The prefabrication and lifting wall of fabricated structure |
-
2015
- 2015-08-19 CN CN201510511389.0A patent/CN105113665B/en active Active
- 2015-08-19 CN CN201810218883.1A patent/CN108385871A/en active Pending
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| CN105113665A (en) | 2015-12-02 |
| 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 |