CN109577517A - Assembly of shear wall structure and construction method - Google Patents
Assembly of shear wall structure and construction method Download PDFInfo
- Publication number
- CN109577517A CN109577517A CN201811434475.6A CN201811434475A CN109577517A CN 109577517 A CN109577517 A CN 109577517A CN 201811434475 A CN201811434475 A CN 201811434475A CN 109577517 A CN109577517 A CN 109577517A
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- Prior art keywords
- plate
- fixed
- reinforcing bar
- shear wall
- bracket
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Classifications
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
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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
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/6116—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by locking means on lateral surfaces
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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
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/6187—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means on top and/or bottom surfaces of the slabs
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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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
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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
- E04G21/14—Conveying or assembling building elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention relates to assembly of shear wall structure, including fabricated shear wall, side reserve U-shaped muscle, vertically quickly locating piece, verticality adjusting rod, adjusting rod pedestal, frame rack, hanging reinforcing bar shelve batten, upper cladding plate, upper precast wall body, lower cast-in-situ wall, reinforcing bar fixing steel plate, the prefabricated assembled window that floats, monoblock type adjusting bearing bracket for reserved dowel, floor, monoblock type inside；Fabricated shear wall side is equipped with side and reserves U-shaped muscle, and vertically reserved dowel, fabricated shear wall lower part are equipped at the top of fabricated shear wall and is equipped with floor；Fabricated shear wall has installed wall by guiding sash plate connection on the outside of removable regularization and has carried out interim guiding assembly.The beneficial effects of the present invention are: the present invention is oriented to sash plate by the way that setting is interim, and quick locating piece on the inside of monoblock type is connected, guidance shears quick location and installation, it is accurately positioned, it is ensured that precision improves shear wall location and installation speed, keep entirety more firm, ensure that quality safety.
Description
Technical field
The present invention relates to a kind of assembly of shear wall structure and construction method, belong to prefabricated concrete structure it is prefabricated with apply
Work technical field is suitable for fabricated shear wall location and installation engineering.
Background technique
With the continuous development of Real estate industry, the change of the mode of fabricated construction architectural industrialization also with building economy
Change gradually forms, and application of the assembly of shear wall structure building in residential houses is more extensive.And in fabricated shear wall knot
During structure installation, there are location difficulty, reinforcing is difficult, adjusting shear wall horizontal vertical degree, process is tedious, heavy workload
Lead to the difficult points such as the bad control of construction speed, construction efficiency is low, while construction precision is not good enough.
In consideration of it, being directed to previous deficiency, it is badly in need of a kind of new assembly of shear wall structure and construction method, improves construction
Quality and construction efficiency, it is ensured that Construction quality and safety is reliable.
Summary of the invention
The purpose of the present invention is overcoming deficiency in the prior art, a kind of assembly of shear wall structure and construction party are provided
Method.
This assembly of shear wall structure, including fabricated shear wall, side reserve U-shaped muscle, vertically reserve dowel, building
Plate, on the inside of monoblock type quickly locating piece, verticality adjusting rod, adjusting rod pedestal, frame rack, hanging reinforcing bar shelve batten, on
Cladding plate, upper precast wall body, lower cast-in-situ wall, reinforcing bar fixing steel plate, the prefabricated assembled window that floats, monoblock type adjust bearing bracket；
Fabricated shear wall side is equipped with side and reserves U-shaped muscle, and vertically reserved dowel is equipped at the top of fabricated shear wall,
Fabricated shear wall lower part is equipped with floor；Fabricated shear wall has been installed by guiding sash plate connection on the outside of removable regularization
Wall carries out interim guiding assembly；Through-flooring fixing bolt connects side square steel frame, ground U-steel frame and triangular stall board；Flute profile spiral shell
Keyhole fixing belt jack limit chamber push plate, adjusting rod pedestal connect quickly positioning on the inside of composition monoblock type with verticality adjusting rod
Part；The pre-buried band short screw Interal fixation L-shaped link plate of wall top is sheared, the horizontal connecting plate of setting hanger forms top tune between L-shaped link plate
Monoblock type hanger is saved, top adjusts monoblock type hanger and connects verticality adjusting rod；
Frame rack bottom is equipped with the fixed bottom plate of bracket；Hanging reinforcing bar is shelved can by support chamber standing screw fixation on batten
Replaceable reinforcing bar support chamber is fixed bracket middle connecting plate with holes and bracket top hole plate on frame rack and is fixed by replaceable reinforcing bar
Column connects upper cladding plate and forms more diameter steel reinforcing bar specimen producing devices；
Upper precast wall body lower part is equipped with lower cast-in-situ wall, secondary grout layer is arranged between the two, lower cast-in-situ wall side is set
There is cast-in-situ floor；By the connection vertical joint bar of sleeve connection and lower cast-in-situ wall main reinforcement, connection sleeve portion passes through monoblock type well
Font fixes ledges, the short muscle slot of guiding and with label prefabricated section jacking arranged；Fixing steel plate bottom is arranged in reinforcing bar fixing steel plate
Portion's sunk key, fixing steel plate bottom sunk key is reserved to wear muscle hole；Reinforcing bar fixing steel plate supports tooth plate and lower cast-in-place wall by fixing steel plate
The connection of body template；
The prefabricated assembled window that floats is equipped with horizontal connection bolt, and prefabricated assembled window upper end of floaing is equipped with lifting lug；Monoblock type tune
Saving bearing bracket includes jack, monoblock type adjustable bracket, the window top limiting slot that floats, float window bottom limit hole, bracket bottom plate, bracket top
Plate, top plate limited bolt and bracket branch upright bar；Bracket homophony upright bar connecting upright pole bench-type reinforces end；It is connected by setting spreading rotating handle
Regularization Pass line adjustment bolt cylinder is arranged in fixed adjustment rotating handle, fixed adjust at rotating handle；Jack and insurance are arranged on modularization hanging beam
Rope connection lifting lug.
As preferred: adjusting rod pedestal is by being fixed on floor L plate, L plate jack limit chamber, adjusting jack and fastening bottom
Bolt composition；L-shaped link plate is fixed on fabricated shear wall by wall pre-embedded leveling screw；Floor preformed hole is reserved on floor.
As preferred: adjustable height vertical bar and height adjustable are shelved batten and are fixed on by upper cladding plate fastening bolt
Upper cladding plate；Reinforcing bar runs through upper cladding plate, bracket top hole plate and bracket middle connecting plate with holes, and reinforcing bar insertion grout sleeve is fixed, is in the milk
Sleeve is equipped with Grouting Pipe, and grout sleeve is sealed by sleeve flexible closure body.
As preferred: reinforcing bar fixing steel plate edge is arranged L shape reinforcing rib and forms deviation muscle correction U-shaped anchor ear plate protection dress
It sets.
As preferred: by the fixed peg of skeleton to temporary rod between the interim channel steel fixed frame of the window that floats and inside fixed frame
It combines and is fixed temporarily with interim drawstring.
The construction method of this assembly of shear wall structure, comprising the following steps:
Step 1, preparation of construction: removable regularization outside guiding sash plate, side square steel frame needed for preparing construction,
The horizontal connecting plate of verticality adjusting rod, L-shaped link plate, hanger, hanging reinforcing bar are shelved batten, connection sleeve and monoblock type groined type and are fixed
Ledges；
Step 2, shear wall positioning piece installation: fabricated shear wall is connected by guiding sash plate on the outside of removable regularization
It connects and the interim guiding assembly of wall progress has been installed；
Step 3, adjust the installation of monoblock type hanger: the shearing pre-buried band short screw Interal fixation L-shaped link plate of wall top passes through extension
Frame horizontal connecting plate composition top adjusts monoblock type hanger, connects verticality adjusting rod；
Step 4, the installation of steel reinforcing bar specimen producing device: hanging reinforcing bar is shelved batten and is weldingly fixed on frame rack, and
Hanging reinforcing bar is shelved on batten through the fixed changeable type reinforcing bar support chamber of support chamber standing screw, and supporting band is fixed on frame rack
Connecting plate connects cladding plate with bracket top hole plate and by the fixed column of replaceable reinforcing bar in hole, forms more diameter steel reinforcing bar specimen systems
Make device；
Step 5, connection sleeve are fixed: by the connection vertical joint bar of sleeve connection and lower cast-in-situ wall main reinforcement, and using whole
Body formula groined type fixes ledges, the short muscle slot of guiding and connects sleeve portion with same label prefabricated section jacking arranged；
Prefabricated assembled window lifting of floaing: step 6 arranges that jack connects lifting lug with safety rope on modularization hanging beam；In the window that floats
Temporary rod is combined with interim drawstring temporarily admittedly between interim channel steel fixed frame and inside fixed frame by skeleton fixed peg
It is fixed.
The beneficial effects of the present invention are:
(1) present invention is by the interim guiding sash plate of setting, and connects quick locating piece on the inside of monoblock type, and guidance shearing is fast
Fast location and installation is accurately positioned, it is ensured that precision improves shear wall location and installation speed, keeps entirety more firm, ensure that matter
Amount safety.
(2) present invention is shelved in hanging reinforcing bar using support chamber standing screw and fixes changeable type reinforcing bar support chamber on batten, and
By the fixed column connection frame of replaceable reinforcing bar middle connecting plate, bracket top hole plate and upper cladding plate with holes, more diameter reinforcing bar examinations are formed
Part producing device facilitates save the cost, and improves the manufacturing speed of different-diameter reinforcing bar grout sleeve connection test specimen.
(3) present invention adjusts bearing bracket using monoblock type, and convenient disassembly is accurately positioned, and improves shear wall positioning peace
Fill speed.
(4) each working procedure linking of the present invention is close, and strong operability, work efficiency is high, and in-site installation speed is fast, beautiful outline form
It sees, reliable in quality.
Detailed description of the invention
Fig. 1 is fabricated shear wall Quick locating structure schematic diagram；
Fig. 2 is to adjust quick locating piece schematic diagram on the inside of verticality monoblock type；
Fig. 3 is fabricated shear wall grout sleeve connection test specimen structural schematic diagram；
Fig. 4 is fabricated shear wall connecting structure structural schematic diagram；
Fig. 5 is reinforcing bar location measure part structure chart；
Fig. 6 is the prefabricated mechanical bearing bracket structural schematic diagram of placement；
Fig. 7 is prefabricated window lifting schematic diagram of floaing；
Fig. 8 is that the U-shaped measure part of the prefabricated window that floats uses schematic diagram.
Description of symbols: vertically reserved dowel, 4- wall are pre- by 1- fabricated shear wall, the reserved U-shaped muscle in the side 2-, 3-
Bury guiding sash plate on the outside of the removable regularization of leveling screw, 5- floor, 6- floor preformed hole, 7-, 8- through-flooring fixing bolt,
Quickly locating piece, the side 10- square steel frame, the ground 11- U-steel frame, 12- triangular stall board, 13- verticality are adjusted on the inside of 9- monoblock type
Bar, 14- adjusting rod pedestal, 15- flute profile bolt hole, the jack limit chamber push plate of 16- band, 17- are fixed on floor L plate, 18-L plate
Jack limit chamber, 19- adjust jack, 20- fastening bottom fastening bolt, the pre-buried band short screw steel plate of 21- shearing wall top, the top 22-
Adjust monoblock type hanger, 23-L shape hanging plate, the horizontal connecting plate of 24- hanger, 25- perpendicularity detecting apparatus, 26- frame rack, 27- bracket
It is with holes that fixed bottom plate, the hanging reinforcing bar of 28- shelve batten, 29- changeable type reinforcing bar support chamber, 30- support chamber standing screw, 31- bracket
The fixed column of the replaceable reinforcing bar of middle connecting plate, 32- bracket top hole plate, 33-, 34- adjustable height vertical bar, 35- absolute altitude is adjustable
Formula shelves the upper cladding plate fastening bolt of the upper cladding plate of batten, 36-, 37-, 38- reinforcing bar, 39- grout sleeve, 40- Grouting Pipe, 41- sleeve
Cast-in-place wall under cast-in-situ wall, 44- cast-in-situ floor, 45- secondary grout layer, 46- under the upper precast wall body of flexible closure body, 42-, 43-
The fixed ledges of body main reinforcement, 47- connection sleeve, the vertical joint bar of 48-, 49- monoblock type groined type, 50- are oriented to short muscle slot, 51- with mark
Number prefabricated section jacking, 52- reinforcing bar fixing steel plate, 53- fixing steel plate bottom sunk key, 54- wear muscle hole, 55- fixing steel plate support tooth
Cast-in-situ wall template under plate, 56-, 57-L shape reinforcing rib, the prefabricated assembled window that floats of 58-, 59- horizontal connection bolt, 60- lifting lug,
61- jack, 62- monoblock type adjustable bracket, 63- float window top limiting slot, 64- float window bottom limit hole, 65- bracket bottom plate, 66- support
Seat top plate, 67- top plate limited bolt, the upright bar of 68- bracket branch, 69- upright bar bench-type reinforce end, the upright bar of 70- bracket homophony, 71- sizing
Change the fixed adjustment rotating handle of Pass line adjustment bolt cylinder, 72-, 73- spreading rotating handle, 74- modularization hanging beam, 75- jack, 76- safety rope,
77- floats the interim channel steel fixed frame of window, 78- temporary rod, the interim drawstring of 79-, the fixed peg of fixed frame, 81- skeleton on the inside of 80-.
Specific embodiment
The present invention is described further below with reference to embodiment.The explanation of following embodiments is merely used to help understand this
Invention.It should be pointed out that for those skilled in the art, without departing from the principle of the present invention, also
Can be with several improvements and modifications are made to the present invention, these improvement and modification also fall into the protection scope of the claims in the present invention
It is interior.
The assembly of shear wall structure, including fabricated shear wall 1, side reserve U-shaped muscle 2, vertical reserved connection
Muscle 3, floor 5, monoblock type inside quick locating piece 9, verticality adjusting rod 13, adjusting rod pedestal 14, frame rack 26, hanging steel
Muscle shelves batten 28, upper cladding plate 36, upper precast wall body 42, lower cast-in-situ wall 43, reinforcing bar fixing steel plate 52, the prefabricated assembled window that floats
58, monoblock type adjusts bearing bracket.
1 side of fabricated shear wall is equipped with side and reserves U-shaped muscle 2, and vertical reserved connection is equipped at the top of fabricated shear wall 1
Muscle 3,1 lower part of fabricated shear wall are equipped with floor 5；Fabricated shear wall 1 is connected by guiding sash plate 7 on the outside of removable regularization
It connects and the interim guiding assembly of wall progress has been installed；Through-flooring fixing bolt 8 connects side square steel frame 10, ground U-steel frame 11 and three
Angle side bracket 12；The 15 fixing belt jack limit chamber push plate 16 of flute profile bolt hole, adjusting rod pedestal 14 and verticality adjusting rod 13 connect
Connect quick locating piece 9 on the inside of composition monoblock type；Shear the fixed L-shaped link plate 23 of the pre-buried band short screw steel plate 21 of wall top, L-shaped link plate 23
Between the horizontal connecting plate 24 of setting hanger form top and adjust monoblock type hanger 22, top adjusts monoblock type hanger 22 and connects verticality
Adjusting rod 13.
26 bottom of frame rack is equipped with the fixed bottom plate 27 of bracket；Hanging reinforcing bar is shelved on batten 28 through support chamber standing screw
30 fix changeable type reinforcing bar support chambers 29, fix bracket middle connecting plate 31 with holes and bracket top hole plate 32 on frame rack 26 and lead to
It crosses the fixed upper cladding plate 36 of the connection of column 33 of replaceable reinforcing bar and forms more diameter steel reinforcing bar specimen producing devices.
Upper 42 lower part of precast wall body is equipped with lower cast-in-situ wall 43, and secondary grout layer 45, lower cast-in-situ wall are arranged between the two
43 sides are equipped with cast-in-situ floor 44；Vertical joint bar 48 and lower cast-in-situ wall main reinforcement 46 are connected by connecting sleeve 47, connects sleeve
47 positions are by the fixed ledges 49 of monoblock type groined type, the short muscle slot 50 of guiding and with 51 arranged of label prefabricated section jacking；Steel
Fixing steel plate bottom sunk key 53 is arranged in muscle fixing steel plate 52, and fixing steel plate bottom sunk key 53 is reserved to wear muscle hole 54；Reinforcing bar positions steel
Plate 52 supports tooth plate 55 to connect with lower cast-in-situ wall template 56 by fixing steel plate.
The prefabricated assembled window 58 that floats is equipped with horizontal connection bolt 59, and prefabricated assembled 58 upper end of window of floaing is equipped with lifting lug 60；
Monoblock type adjusting bearing bracket includes jack 61, monoblock type adjustable bracket 62, the window top limiting slot 63 that floats, float window bottom limit hole
64, bracket bottom plate 65, bracket top plate 66, top plate limited bolt 67 and bracket branch upright bar 68；70 connecting upright pole platform of bracket homophony upright bar
Type reinforces end 69；It is connected and fixed adjustment rotating handle 72 by the way that spreading rotating handle 73 is arranged, regularization mark is set at fixed adjustment rotating handle 72
Height adjustment bolt cylinder 71；Arrange that jack 75 and safety rope 76 connect lifting lug 60 on modularization hanging beam 74.
Adjusting rod pedestal 14 is by being fixed on floor L plate 17, L plate jack limit chamber 18, adjusting jack 19 and fastening bottom
Bolt 20 forms；L-shaped link plate 23 is fixed on fabricated shear wall 1 by wall pre-embedded leveling screw 4；Floor is reserved on floor 5
Preformed hole 6.
Adjustable height vertical bar 34 and height adjustable are shelved batten 35 and are fixed on by upper cladding plate fastening bolt 37
Cladding plate 36；Reinforcing bar 38 runs through upper cladding plate 36, bracket top hole plate 32 and bracket middle connecting plate 31 with holes, and reinforcing bar 38 is inserted into grout sleeve
39 is fixed, and grout sleeve 39 is equipped with Grouting Pipe 40, and grout sleeve 39 is sealed by sleeve flexible closure body 41.
52 edge of reinforcing bar fixing steel plate is arranged L shape reinforcing rib 57 and forms deviation muscle correction U-shaped anchor ear plate protective device.
By the fixed peg 81 of skeleton to temporary rod 78 between the interim channel steel fixed frame 77 of the window that floats and inside fixed frame 80
It combines and is fixed temporarily with interim drawstring 79.
The construction method of the assembly of shear wall structure, comprising the following steps:
Preparation of construction: step 1 is oriented to sash plate 7, side square steel frame on the outside of removable regularization needed for preparing construction
10, the horizontal connecting plate 24 of verticality adjusting rod 13, L-shaped link plate 23, hanger, hanging reinforcing bar shelve batten 28, connection sleeve 47 and whole
Body formula groined type fixes ledges 49；
Step 2, shear wall positioning piece installation: fabricated shear wall 1 is by being oriented to sash plate 7 on the outside of removable regularization
Connection has installed wall and has carried out interim guiding assembly；
Step 3, adjust the installation of monoblock type hanger: the fixed L-shaped link plate 23 of the pre-buried band short screw steel plate 21 of shearing wall top is led to
It crosses the horizontal connecting plate 24 of hanger and forms top adjusting monoblock type hanger 22, connect verticality adjusting rod 13；
Step 4, the installation of steel reinforcing bar specimen producing device: hanging reinforcing bar is shelved batten 28 and is weldingly fixed on frame rack 26,
And it shelves in hanging reinforcing bar by the fixed changeable type reinforcing bar support chamber 29 of support chamber standing screw 30 on batten 28, in frame rack 26
Upper fixed bracket middle connecting plate 31 with holes and bracket top hole plate 32 simultaneously connect upper cladding plate 36 by the fixed column 33 of replaceable reinforcing bar,
Form more diameter steel reinforcing bar specimen producing devices；
Step 5, connection sleeve are fixed: vertical joint bar 48 and lower cast-in-situ wall main reinforcement 46 are connected by connecting sleeve 47, and
Sleeve 47 is connected with same 51 arranged of label prefabricated section jacking using the fixed ledges 49 of monoblock type groined type, the short muscle slot 50 of guiding
Position；
Prefabricated assembled window lifting of floaing: step 6 arranges that jack 75 and safety rope 76 connect lifting lug on modularization hanging beam 74
60；Between the interim channel steel fixed frame 77 of the window that floats and inside fixed frame 80 by the fixed peg 81 of skeleton to temporary rod 78 with face
When drawstring 79 combination be fixed temporarily.
Claims (6)
1. a kind of assembly of shear wall structure, which is characterized in that reserve U-shaped muscle (2) including fabricated shear wall (1), side, erect
Quick locating piece (9), verticality adjusting rod (13), adjusting rod pedestal on the inside of to reserved dowel (3), floor (5), monoblock type
(14), frame rack (26), hanging reinforcing bar shelve batten (28), upper cladding plate (36), upper precast wall body (42), lower cast-in-situ wall
(43), reinforcing bar fixing steel plate (52), the prefabricated assembled window that floats (58), monoblock type adjust bearing bracket；
Fabricated shear wall (1) side is equipped with side and reserves U-shaped muscle (2), is equipped at the top of fabricated shear wall (1) and vertically lingers in advance
It connects muscle (3), fabricated shear wall (1) lower part is equipped with floor (5)；Fabricated shear wall (1) on the outside of removable regularization by leading
Wall has been installed to sash plate (7) connection and has carried out interim guiding assembly；Through-flooring fixing bolt (8) connects side square steel frame
(10), ground U-steel frame (11) and triangular stall board (12)；Flute profile bolt hole (15) fixing belt jack limit chamber push plate (16) is adjusted
Pole pedestal (14) connect on the inside of composition monoblock type quickly locating piece (9) with verticality adjusting rod (13)；Shear the pre-buried band of wall top
Short screw steel plate (21) is fixed L-shaped link plate (23), and the setting horizontal connecting plate of hanger (24) forms top and adjusts between L-shaped link plate (23)
Monoblock type hanger (22), top adjust monoblock type hanger (22) connection verticality adjusting rod (13)；
It is fixed bottom plate (27) that frame rack (26) bottom is equipped with bracket；Hanging reinforcing bar is shelved on batten (28) through the fixed spiral shell of support chamber
Bar (30) is fixed changeable type reinforcing bar support chamber (29), fixes bracket middle connecting plate (31) with holes on frame rack (26) and bracket is with holes
Top plate (32) simultaneously forms more diameter steel reinforcing bar specimen producing devices by cladding plate (36) in fixed column (33) connection of replaceable reinforcing bar；
Upper precast wall body (42) lower part is equipped with lower cast-in-situ wall (43), secondary grout layer (45) is arranged between the two, lower cast-in-place wall
Body (43) side is equipped with cast-in-situ floor (44)；Vertical joint bar (48) and lower cast-in-situ wall main reinforcement are connected by connection sleeve (47)
(46), connection sleeve (47) position passes through monoblock type groined type fixed ledges (49), the short muscle slot (50) of guiding and prefabricated with label
Block jacking (51) arranged；Fixing steel plate bottom sunk key (53) are arranged in reinforcing bar fixing steel plate (52), fixing steel plate bottom sunk key
(53) it reserves and wears muscle hole (54)；Reinforcing bar fixing steel plate (52) passes through fixing steel plate support tooth plate (55) and lower cast-in-situ wall template
(56) it connects；
The prefabricated assembled window that floats (58) is equipped with horizontal connection bolt (59), and the prefabricated assembled window that floats (58) upper end is equipped with lifting lug
(60)；Monoblock type adjusts bearing bracket and includes jack (61), monoblock type adjustable bracket (62), the window top limiting slot (63) that floats, floats
Window bottom limit hole (64), bracket bottom plate (65), bracket top plate (66), top plate limited bolt (67) and bracket branch upright bar (68)；Bracket
Homophony upright bar (70) connecting upright pole bench-type reinforces end (69)；It is connected and fixed adjustment rotating handle (72) by the way that spreading rotating handle (73) are arranged,
Regularization Pass line adjustment bolt cylinder (71) are set at fixed adjustment rotating handle (72)；Jack (75) are arranged on modularization hanging beam (74) and are protected
Danger rope (76) connection lifting lug (60).
2. assembly of shear wall structure according to claim 1, which is characterized in that adjusting rod pedestal (14) is by being fixed on building
Plate L plate (17), L plate jack limit chamber (18) adjust jack (19) and fastening bottom fastening bolt (20) composition；L-shaped link plate (23)
Fabricated shear wall (1) is fixed on by wall pre-embedded leveling screw (4)；Floor preformed hole (6) are reserved on floor (5).
3. assembly of shear wall structure according to claim 1, which is characterized in that adjustable height vertical bar (34) and mark
It is high adjustable to shelve batten (35) upper cladding plate (36) are fixed on by upper cladding plate fastening bolt (37)；Reinforcing bar (38) runs through upper cladding plate
(36), bracket top hole plate (32) and bracket middle connecting plate (31) with holes, reinforcing bar (38) are inserted into grout sleeve (39) and fix, grouting set
Cylinder (39) is equipped with Grouting Pipe (40), and grout sleeve (39) is sealed by sleeve flexible closure body (41).
4. assembly of shear wall structure according to claim 1, which is characterized in that the setting of reinforcing bar fixing steel plate (52) edge
L shape reinforcing rib (57) forms deviation muscle and corrects U-shaped anchor ear plate protective device.
5. assembly of shear wall structure according to claim 1, which is characterized in that the interim channel steel fixed frame (77) of the window that floats with
Temporary rod (78) is combined with interim drawstring (79) temporarily admittedly between inside fixed frame (80) by skeleton fixed peg (81)
It is fixed.
6. a kind of construction method of assembly of shear wall structure as described in claim 1, which is characterized in that including following step
It is rapid:
Preparation of construction: step 1 is oriented to sash plate (7), side square steel frame on the outside of removable regularization needed for preparing construction
(10), verticality adjusting rod (13), L-shaped link plate (23), the horizontal connecting plate of hanger (24), hanging reinforcing bar shelve batten (28), connection
Sleeve (47) and monoblock type groined type are fixed ledges (49)；
Step 2, shear wall positioning piece installation: fabricated shear wall (1) is by being oriented to sash plate (7) on the outside of removable regularization
Connection has installed wall and has carried out interim guiding assembly；
Step 3, adjust the installation of monoblock type hanger: the pre-buried band short screw steel plate (21) of shearing wall top is fixed L-shaped link plate (23), leads to
It crosses the horizontal connecting plate of hanger (24) composition top and adjusts monoblock type hanger (22), connect verticality adjusting rod (13)；
Step 4, the installation of steel reinforcing bar specimen producing device: hanging reinforcing bar is shelved batten (28) and is weldingly fixed on frame rack (26),
And shelved in hanging reinforcing bar and changeable type reinforcing bar support chamber (29) are fixed by support chamber standing screw (30) on batten (28), in frame
Bracket middle connecting plate (31) with holes and bracket top hole plate (32) are fixed on bracket (26) and by the fixed column of replaceable reinforcing bar
(33) cladding plate (36) in connection form more diameter steel reinforcing bar specimen producing devices；
Step 5, connection sleeve are fixed: vertical joint bar (48) and lower cast-in-situ wall main reinforcement (46) are connected by connection sleeve (47),
And connect using monoblock type groined type fixed ledges (49), the short muscle slot (50) of guiding and with label prefabricated section jacking (51) arranged
Female connector cylinder (47) position；
Prefabricated assembled window lifting of floaing: step 6 arranges that jack (75) and safety rope (76) connection are hung on modularization hanging beam (74)
Ear (60)；By skeleton fixed peg (81) to interim between the interim channel steel fixed frame (77) of the window that floats and inside fixed frame (80)
Pull rod (78) is combined with interim drawstring (79) and is fixed temporarily.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811434475.6A CN109577517B (en) | 2018-11-28 | 2018-11-28 | Fabricated shear wall structure and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
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| CN110118014A (en) * | 2019-05-09 | 2019-08-13 | 广西建工集团第五建筑工程有限责任公司 | A kind of outer wall template system and its construction method for exempting from external scaffolding |
| CN110318548A (en) * | 2019-06-24 | 2019-10-11 | 天元建设集团有限公司 | A kind of assembled wall mounting bracket and its construction method |
| CN110439294A (en) * | 2019-07-11 | 2019-11-12 | 中国十七冶集团有限公司 | A kind of assembled integral shear wall support frame Fast Installation structure |
| CN110984427A (en) * | 2019-12-23 | 2020-04-10 | 中交第一航务工程局有限公司 | Shear wall construction process based on fully-prefabricated floor slab |
| CN111561061A (en) * | 2020-03-24 | 2020-08-21 | 河北工业大学 | Assembled wallboard, wall structure and construction method of wall structure |
| CN112177352A (en) * | 2020-09-29 | 2021-01-05 | 唐山盾石建筑工程有限责任公司 | Construction method for splicing aerated concrete slabs |
| CN112459281A (en) * | 2020-11-11 | 2021-03-09 | 杨玮军 | Steel sheet shear force wall quick positioning connection structure among assembly type structure |
| CN113202328A (en) * | 2021-05-31 | 2021-08-03 | 中国建筑第四工程局有限公司 | Vertical building prefabricated part reinforcing and adjusting device and reinforcing method |
| CN114108833A (en) * | 2021-12-13 | 2022-03-01 | 深圳市湛艺建设集团有限公司 | Assembled wallboard connecting structure and construction method thereof |
| CN114687467A (en) * | 2022-02-18 | 2022-07-01 | 洛阳城市建设勘察设计院有限公司 | Vertical connection pouring method and correction support tool for assembled prefabricated shear wall |
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| CN110118014A (en) * | 2019-05-09 | 2019-08-13 | 广西建工集团第五建筑工程有限责任公司 | A kind of outer wall template system and its construction method for exempting from external scaffolding |
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| CN110318548A (en) * | 2019-06-24 | 2019-10-11 | 天元建设集团有限公司 | A kind of assembled wall mounting bracket and its construction method |
| CN110439294A (en) * | 2019-07-11 | 2019-11-12 | 中国十七冶集团有限公司 | A kind of assembled integral shear wall support frame Fast Installation structure |
| CN110984427A (en) * | 2019-12-23 | 2020-04-10 | 中交第一航务工程局有限公司 | Shear wall construction process based on fully-prefabricated floor slab |
| CN111561061A (en) * | 2020-03-24 | 2020-08-21 | 河北工业大学 | Assembled wallboard, wall structure and construction method of wall structure |
| CN112177352A (en) * | 2020-09-29 | 2021-01-05 | 唐山盾石建筑工程有限责任公司 | Construction method for splicing aerated concrete slabs |
| CN112459281A (en) * | 2020-11-11 | 2021-03-09 | 杨玮军 | Steel sheet shear force wall quick positioning connection structure among assembly type structure |
| CN113202328A (en) * | 2021-05-31 | 2021-08-03 | 中国建筑第四工程局有限公司 | Vertical building prefabricated part reinforcing and adjusting device and reinforcing method |
| CN114108833A (en) * | 2021-12-13 | 2022-03-01 | 深圳市湛艺建设集团有限公司 | Assembled wallboard connecting structure and construction method thereof |
| CN114108833B (en) * | 2021-12-13 | 2023-08-22 | 深圳市湛艺建设集团有限公司 | Assembled wallboard connecting structure and construction method thereof |
| CN114687467A (en) * | 2022-02-18 | 2022-07-01 | 洛阳城市建设勘察设计院有限公司 | Vertical connection pouring method and correction support tool for assembled prefabricated shear wall |
| CN114687467B (en) * | 2022-02-18 | 2024-04-26 | 洛阳城市建设勘察设计院有限公司 | Vertical connection pouring method and correction support tool for assembled prefabricated shear wall |
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