CN109594649A - A kind of assembled integral shear wall architectural construction and its construction method - Google Patents
A kind of assembled integral shear wall architectural construction and its construction method Download PDFInfo
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- CN109594649A CN109594649A CN201910081206.4A CN201910081206A CN109594649A CN 109594649 A CN109594649 A CN 109594649A CN 201910081206 A CN201910081206 A CN 201910081206A CN 109594649 A CN109594649 A CN 109594649A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- 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
- 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
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- Structural Engineering (AREA)
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- Mechanical Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
A kind of assembled integral shear wall architectural construction and its construction method, including not setting window precast wall body (1), setting window precast wall body (2), floor plate (3), the first wall column (4), the second wall column (5) and third wall column (6), the window precast wall body (2) that sets includes that window reserves frame, window reserves grid beam, window reserves frame two sides wall；It is described not set window precast wall body (1), set window precast wall body (2), floor plate (3), the first wall column (4), along short transverse be provided with multiple elongated connection vertical cores (7) being parallel to each other in the second wall column (5) and third wall column (6), it is provided with multiple elongated transverse grooves (8) in the width direction；Lateral main reinforcement (9) is set in the elongated transverse groove (8), the vertical main reinforcement (10) of setting in elongated connection vertical core (7).The present invention has the characteristics that speed of application is fast, reliable in quality, anti-seismic performance are good.
Description
Technical field
The present invention relates to the invention belongs to building and its building technology fields, and in particular to a kind of assembled integral shearing
Wall architectural construction and its construction method.
Background technique
Field fabrication is more in monolithic reinforced concrete structure work progress, and wet construction is more, there is a large amount of form work engineerings, scaffold
The intermediate links such as engineering, waste of resource pollute environment；Practitioner's quality, construction site environment etc. influence very construction quality
Greatly, the problems such as bringing building performance, quality and durability.Traditional building uses cast-in-place concrete floor, needs formwork supporting plate, frame
If full hall scaffold, and can only successively construct；Blockwork, external wall plastering or the tiling of use, need exterior wall scaffold,
It constructs many and diverse.Traditional building pipeline is mostly used to be embedded in structure floor and slot and is fixed in wall, and pipeline once damages,
It needs to destroy structure or peripheral protecting system, and then influences the service life of monolithic architecture.The construction quality for improving building, shortens building
Construction period improves the service life of building, provides the space of flexibility and changeability for user, is the requirement of industry development.Develop assembled
Building, is the effective ways to solve the above problems using the design concept for separating supporter with obturator.
The component of assembled architecture can be equivalent to the product of standard in the production of factory's realization industrialization, component, and
The scene of transporting to can directly be installed, it may be said that and it is not only convenient, but also quick, the building field second tried to meet the deadline for the project more than strive point,
There is its unrivaled superiority；Component is standardized production in factory, mass ratio produce at the scene it is more guaranteed, more can be with
It is controlled effectively, the mechanization degree of the high standard of component reduces the outfit of Field Force, in recruitment cost and safety
Production aspect is helpful.
Casting concrete in the hole of precast hollow component is used as vertical applied force component, forming cast in place and precast construction can
Build skyscraper.In this configuration, precast hollow component in the construction stage as template and support, in service stage with after
Pouring concrete is combination stressed, saves template, support, bar bender by the factorial production of precast hollow component and construction stage
Journey, plastering engineering etc. improve building industrialization level.
Presently, there are following problems for prefabricated integral frame architectural construction: weight is big, and transporting and hoisting difficulty is big；Reinforcing bar is adopted more
With sleeve connection, cost is high, and installation difficulty is big.There are horizontal joints, perpendicular between prefabricated components in prefabricated assembled concrete structure
To seam etc., the stress performance of seam determines integrality performance of the structure.Existing precast concrete seam construction measure one
As pursue and achieve the effect that as cast-in-place concrete, but since seam crossing conjunction old and new concret face is weak link, shadow
Stress performance has been rung, and has been easy to crack, has influenced normal use.
Summary of the invention
To solve the above problems, the present invention provides a kind of assembled integral shear wall architectural construction and its construction methods.
The present invention has the characteristics that speed of application is fast, reliable in quality, anti-seismic performance are good.Assembled integral shear wall of the invention builds structure
Make light-weight, connection is simple, can standardize, large-scale industrial production, can reduce cost, improves quality.
Used technical solution is a kind of assembled integral shear wall building structure to the present invention to solve above-mentioned technical problem
Make, the architectural construction include do not set window precast wall body, set window precast wall body, floor plate, the first wall column, the second wall column and
Third wall column, the window precast wall body that sets includes that window reserves frame, window reserves grid beam, window reserves frame two sides wall；Institute
It states and does not set window precast wall body, sets window precast wall body, floor plate, the first wall column, edge in the second wall column and third wall column
Short transverse is provided with multiple elongated connection vertical cores being parallel to each other, and is provided with multiple connection elongated connection vertical cores in the width direction
The elongated transverse groove being parallel to each other；Lateral main reinforcement is set in the elongated transverse groove, is arranged in elongated connection vertical core
The length of vertical main reinforcement, each elongated transverse groove is identical, meets the anchoring requirement of connection main reinforcement；It is perpendicular in elongated connection
Fill concrete forms single story building construction in hole and elongated transverse groove；The floor plate anchor connection is in the single story building
Structurally；
The lower end embedded bar connector sleeve of the first wall column, the second wall column and third wall column, with lower layer
The vertical main reinforcement that one wall column, the second wall column and third wall column are stretched up is mutually chimeric；The first wall column, second
The upper end of wall column and third wall column is extended with vertical main reinforcement from the elongated transverse groove, and protrude from floor plate it
On, extend into the embedded bar connector sleeve of the first wall column on upper layer, the second wall column and third wall column, pass through to
Fill concrete in the reinforced bar jointing sleeve is connected as whole with the first wall column, the second wall column and third wall column of lower layer
Body；
The lower end embedded bar connector sleeve for not setting window precast wall body, setting window precast wall body, with lower layer not set window pre-
Wall processed, to set the vertical main reinforcement that window precast wall body is stretched up mutually chimeric；It is described not set window precast wall body, set window precast wall body
Upper end be extended with vertical main reinforcement from the elongated transverse groove, and protrude from floor plate, extend into the institute on upper layer
It states and does not set window precast wall body, sets in the embedded bar connector sleeve of window precast wall body, by being filled out into the reinforced bar jointing sleeve
Concrete is filled, window precast wall body is not set with lower layer, sets window precast wall body and be connected as entirety；
Cast-in-place concrete region is set between each precast wall body and each wall column, and in the cast-in-place concrete region
The interior lateral main reinforcement in each wall column is connected with the intracorporal lateral main reinforcement of each dry wall, is made by cast-in-place concrete each pre-
Wall processed and each wall column are connected as entirety；
It is undermost described not set window precast wall body, set window precast wall body bottom and be connected with universal cunning by adjusting device
Driving wheel；Described not set window precast wall body, set and be provided with heat preservation plate material in window precast wall body, heat preservation plate material connects through multiple hot bridge cut-off
Fitting is arranged in precast wall body, and described does not set window precast wall body, sets window precast wall body as the concrete with reinforced mesh
Plate；
Multiple architectural constructions connect and compose multilayer or high-rise assembled integral shear wall architectural construction.
Preferably, the lateral main reinforcement and vertical main reinforcement use more straight reinforcing bars, L shape muscle or U-shaped muscle；Elongated
Stirrup is set in transverse groove, forms framework of steel reinforcement with the vertical main reinforcement arranged in elongated connection vertical core；In elongated connection vertical core
Interior setting stirrup forms framework of steel reinforcement with the lateral main reinforcement arranged in elongated transverse groove.
In any of the above-described scheme preferably, the lateral main reinforcement of adjacent each precast wall body and adjacent wall column is adopted
It is overlapped with level, mutually overlap joint forms degree of lip-rounding closed confinement space, and concrete shear key is arranged；By to cast-in-place concrete area
Domain formwork and poured in place concrete, adjacent each precast wall body and adjacent wall cylindricality are integral.
In any of the above-described scheme preferably, the adjustment device includes upper connector, connection intermediate and lower connection
Part, connection intermediate both ends connect upper connector and lower connector, universal movable pulley mounting rack setting by bolt assembly respectively
On lower connector, upper connector is anchored at the bottom of precast wall body, and intermediate is polygon or form of sleeve.
The present invention to solve above-mentioned technical problem used by another technical solution be that a kind of assembled integral shear wall is built
Build the construction method of construction, including the following steps:
(1) not setting factory's production window precast wall body, set window precast wall body, floor plate, the first wall column, the second wall
Scapus and third wall column are transported to scene；
(2) by universal movable pulley, movement does not set window precast wall body, sets window precast wall body, and with floor plate, the first wall
Scapus, the second wall column and third wall column preassembling form the vertical load bearing support body of one layer of structure, withdraw afterwards in place universal
After the absolute altitude for mixing up precast wall body by adjusting device, vertical load bearing support body is anchored in basis for movable pulley；Different component
Between lateral main reinforcement be connected, the fill concrete in elongated connection vertical core and elongated transverse groove, and in cast-in-place concrete
Region inner concrete is poured concrete, and consolidating the vertical load bearing support body of one layer of structure is that single story building constructs；
(3) the vertical main reinforcement stretched out using the upper end that the preformed hole on floor plate passes through single story building construction, and to
Casting concrete is consolidated in floor plate on single story building construction in preformed hole；
(4) the single story building construction on successively assembled upper one layer do not set window precast wall body, set window precast wall body,
Floor plate, the first wall column, the second wall column and third wall column make lateral main reinforcement and vertical master between multiple components
Reinforcing bar corresponding connection respectively, the fill concrete in the elongated connection vertical core and elongated transverse groove, the connection of Xiang Suoshu reinforcing bar
Fill concrete in covering makes each precast wall body and each wall column be connected as entirety, forms upper one layer of single story building construction；
(5) step (2) to (4) are repeated several times, form multilayer or high-rise assembled integral shear wall architectural construction.
Preferably, when upper and lower level connects, the vertical main reinforcement between each precast wall body or each wall column is first connected, then
Casting concrete consolidation；Then the lateral main reinforcement between adjacent members is connected again, then casting concrete consolidation.
In any of the above-described scheme preferably, the junction between the precast wall body or wall column sets assistant reinforcement
Muscle, the assistant reinforcement muscle and the lateral main reinforcement weld.
The present invention be according to the practical application of many years practice and experience obtained by, using optimal technological means and measure come into
Row Combinatorial Optimization, obtains optimal technical effect, is not the simple superposition of technical characteristic and pieces together, therefore the present invention has
Significant meaning.
Beneficial effects of the present invention:
1. the prefabricated components that assembled integral shear wall architectural construction of the invention uses is the factorial productions, transport, peace
Dress is convenient, high production efficiency, it is high-quality, save resource, be conducive to sustainable development.Using assembled integral proposed by the present invention
Shear wall architectural construction substantially reduces or avoids reinforced bar engineering, scaffolding work, form work engineering, concrete works and plastering engineering
Deng, economize on resources, save it is artificial, reduce administration fee, it is ensured that construction quality.Prefabricated components seam is easy to connect, reliable.Pass through
Reinforcing bar is arranged in hole, the casting concrete between hole and prefabricated components makes elongated connection vertical core, elongated transverse groove and pre-
Rear pouring concrete between component processed is integral, and improves the reliability connected between prefabricated components, easy for construction, avoids service stage
The problems such as gaping of joints.Reduce building self weight.
2. assembled integral shear wall architectural construction of the invention is light-weight, reinforcing bar connection is simple, is filled with rear pouring concrete
Note cavity connects between wallboard and beam column by between wallboard and wallboard, between wallboard and floor, reaches assembled integral
The requirement of building.The architectural construction can standardize, large-scale industrial production, reduce cost, improve quality；Construction method letter
It is single, and short construction period.
3. each component fractionation position of the invention is reasonable, makes and transport convenient for component；Component is generally symmetrical, and weight is closed
Reason, is easy to lift installation；All component connectors are reliable, and joint efficiency is high.Shear wall vertical reinforcement is matched by minimum detailing requiments
While setting two-sided distributing reinforcement, will calculate the vertical reinforcement area needed and concentrate is that the big spacing diameter steel bar of a row is configured in wall
On middle line, meet specification detailing requiments in this way, splice is again few.Cast-in-place bandwidth is small between column wall, and situ wet operation is few, dress
With rate height.
Brief Description Of Drawings
Fig. 1 is the overall structure diagram of assembled integral shear wall architectural construction according to the present invention.
Specific embodiment
Below in conjunction with specific embodiments and the drawings, the invention will be further described, but claimed range is not limited to
In this.
Embodiment 1
Referring to Fig. 1, a kind of assembled integral shear wall architectural construction, the architectural construction includes not setting window precast wall body 1, setting
Window precast wall body 2, floor plate 3, the first wall column 4, the second wall column 5 and third wall column 6, it is described to set window precast wall body 2
Frame is reserved including window, window reserves grid beam, window reserves frame two sides wall；It is described not set window precast wall body 1, set window dry wall
Body 2, floor plate 3, the first wall column 4, be provided with along short transverse in the second wall column 5 and third wall column 6 it is multiple mutually flat
Capable elongated connection vertical core 7 is provided with the elongated transverse direction of multiple connections elongated connection vertical core 7 being parallel to each other in the width direction
Slot 8；Lateral main reinforcement 9 is set in the elongated transverse groove 8, vertical main reinforcement 10 is set in elongated connection vertical core 7, it is described
The length of each elongated transverse groove 8 is identical, meets the anchoring requirement of connection main reinforcement；In elongated connection vertical core 7 and elongated transverse direction
Fill concrete forms single story building construction in slot 8；3 anchor connection of floor plate the single story building structurally；
The lower end embedded bar connector sleeve of the first wall column 4, the second wall column 5 and third wall column 6, with lower layer
The vertical main reinforcement 10 that first wall column 4, the second wall column 5 and third wall column 6 are stretched up is mutually chimeric；First wall
The upper end of column 4, the second wall column 5 and third wall column 6 is extended with vertical main reinforcement 10 from the elongated transverse groove 8, and dashes forward
On floor plate 3, it extend into the described pre-buried of the first wall column 4 on upper layer, the second wall column 5 and third wall column 6
The first wall column 4, the second wall column 5 in reinforced bar jointing sleeve, by the fill concrete into the reinforced bar jointing sleeve, with lower layer
Entirety is connected as with third wall column 6；
The lower end embedded bar connector sleeve for not setting window precast wall body 1, setting window precast wall body 2 does not set window with lower layer
Precast wall body 1, to set vertical main reinforcement 10 that window precast wall body 2 is stretched up mutually chimeric；It is described not set window precast wall body 1, set window
The upper end of precast wall body 2 is extended with vertical main reinforcement 10 from the elongated transverse groove 8, and protrudes from floor plate 3, stretches
Enter to not setting window precast wall body 1 described in upper layer, in the embedded bar connector sleeve for setting window precast wall body 2, by described
Fill concrete in reinforced bar jointing sleeve does not set window precast wall body 1, sets window precast wall body 2 and be connected as entirety with lower layer；
Cast-in-place concrete region is set between each precast wall body and each wall column, and in the cast-in-place concrete region
The interior lateral main reinforcement 9 in each wall column and the intracorporal lateral main reinforcement 9 of each dry wall connect, and are made respectively by cast-in-place concrete
Precast wall body and each wall column are connected as entirety；
It is undermost it is described do not set window precast wall body 1, set 2 bottom of window precast wall body be connected with by adjusting device it is universal
Movable pulley；Described not set window precast wall body 1, set and be provided with heat preservation plate material in window precast wall body 2, heat preservation plate material is disconnected through multiple heat
Bridging fitting is arranged in precast wall body, and described does not set window precast wall body 1, sets window precast wall body 2 as with reinforced mesh
Concrete slab；
Multiple architectural constructions connect and compose multilayer or high-rise assembled integral shear wall architectural construction.
The lateral main reinforcement 9 and vertical main reinforcement 10 are using more straight reinforcing bars, L shape muscle or U-shaped muscle；In elongated transverse direction
Stirrup is set in slot 8, forms framework of steel reinforcement with the vertical main reinforcement 10 arranged in elongated connection vertical core 7；In elongated connection vertical core 7
The lateral main reinforcement 9 arranged in interior setting stirrup, with elongated transverse groove 8 forms framework of steel reinforcement.
The lateral main reinforcement 9 of adjacent each precast wall body and adjacent wall column is formed using horizontal overlap joint, mutually overlap joint
Degree of lip-rounding closed confinement space, and concrete shear key is set；By to cast-in-place concrete region formwork and poured in place concrete,
Adjacent each precast wall body and adjacent wall cylindricality are integral.
The adjustment device includes upper connector, connection intermediate and lower connector, and connection intermediate both ends pass through respectively
Bolt assembly connects upper connector and lower connector, and universal movable pulley mounting rack is arranged on lower connector, upper connector anchoring
In the bottom of precast wall body, intermediate is polygon or form of sleeve.
In addition, a kind of construction method of assembled integral shear wall architectural construction, including the following steps:
(1) not setting factory's production window precast wall body 1, set window precast wall body 2, floor plate 3, the first wall column 4, the
Two wall columns 5 and third wall column 6 are transported to scene；
(2) by universal movable pulley, movement does not set window precast wall body 1, sets window precast wall body 2, and with floor plate 3, the
One wall column 4, the second wall column 5 and 6 preassembling of third wall column form the vertical load bearing support body of one layer of structure, drop back in place
Universal movable pulley is walked, after the absolute altitude that precast wall body is mixed up by adjusting device, vertical load bearing support body is anchored in basis；No
Lateral main reinforcement 9 between isomorphic product is connected, the fill concrete in elongated connection vertical core 7 and elongated transverse groove 8, and existing
Pouring concrete region inner concrete is poured concrete, and consolidating the vertical load bearing support body of one layer of structure is that single story building constructs；
(3) the vertical main reinforcement 10 stretched out using the upper end that the preformed hole on floor plate 3 passes through single story building construction, and
Concrete is poured into preformed hole is consolidated in floor plate 3 on single story building construction；
(4) on the single story building construction successively assembled upper one layer do not set window precast wall body 1, set window precast wall body
2, floor plate 3, the first wall column 4, the second wall column 5 and third wall column 6, make the lateral main reinforcement 9 between multiple components
With the corresponding connection respectively of vertical main reinforcement 10, the fill concrete in the elongated connection vertical core 7 and elongated transverse groove 8, to
Fill concrete in the reinforced bar jointing sleeve makes each precast wall body and each wall column be connected as entirety, forms upper one layer of single layer
Architectural construction；
(5) step (2) to (4) are repeated several times, form multilayer or high-rise assembled integral shear wall architectural construction.
When upper and lower level connects, the vertical main reinforcement 10 between each precast wall body or each wall column is first connected, then pours
Concrete consolidation；Then the lateral main reinforcement 9 between adjacent members is connected again, then casting concrete consolidation.
Junction between the precast wall body or wall column sets assistant reinforcement muscle, the assistant reinforcement muscle and the transverse direction
Main reinforcement 9 welds.
Embodiment 2
Referring to Fig. 1, a kind of assembled integral shear wall architectural construction, the architectural construction includes not setting window precast wall body 1, setting
Window precast wall body 2, floor plate 3, the first wall column 4, the second wall column 5 and third wall column 6, it is described to set window precast wall body 2
Frame is reserved including window, window reserves grid beam, window reserves frame two sides wall；It is described not set window precast wall body 1, set window dry wall
Body 2, floor plate 3, the first wall column 4, be provided with along short transverse in the second wall column 5 and third wall column 6 it is multiple mutually flat
Capable elongated connection vertical core 7 is provided with the elongated transverse direction of multiple connections elongated connection vertical core 7 being parallel to each other in the width direction
Slot 8；Lateral main reinforcement 9 is set in the elongated transverse groove 8, vertical main reinforcement 10 is set in elongated connection vertical core 7, it is described
The length of each elongated transverse groove 8 is identical, meets the anchoring requirement of connection main reinforcement；In elongated connection vertical core 7 and elongated transverse direction
Fill concrete forms single story building construction in slot 8；3 anchor connection of floor plate the single story building structurally；
The lower end embedded bar connector sleeve of the first wall column 4, the second wall column 5 and third wall column 6, with lower layer
The vertical main reinforcement 10 that first wall column 4, the second wall column 5 and third wall column 6 are stretched up is mutually chimeric；First wall
The upper end of column 4, the second wall column 5 and third wall column 6 is extended with vertical main reinforcement 10 from the elongated transverse groove 8, and dashes forward
On floor plate 3, it extend into the described pre-buried of the first wall column 4 on upper layer, the second wall column 5 and third wall column 6
The first wall column 4, the second wall column 5 in reinforced bar jointing sleeve, by the fill concrete into the reinforced bar jointing sleeve, with lower layer
Entirety is connected as with third wall column 6；
The lower end embedded bar connector sleeve for not setting window precast wall body 1, setting window precast wall body 2 does not set window with lower layer
Precast wall body 1, to set vertical main reinforcement 10 that window precast wall body 2 is stretched up mutually chimeric；It is described not set window precast wall body 1, set window
The upper end of precast wall body 2 is extended with vertical main reinforcement 10 from the elongated transverse groove 8, and protrudes from floor plate 3, stretches
Enter to not setting window precast wall body 1 described in upper layer, in the embedded bar connector sleeve for setting window precast wall body 2, by described
Fill concrete in reinforced bar jointing sleeve does not set window precast wall body 1, sets window precast wall body 2 and be connected as entirety with lower layer；
Cast-in-place concrete region is set between each precast wall body and each wall column, and in the cast-in-place concrete region
The interior lateral main reinforcement 9 in each wall column and the intracorporal lateral main reinforcement 9 of each dry wall connect, and are made respectively by cast-in-place concrete
Precast wall body and each wall column are connected as entirety；
It is undermost it is described do not set window precast wall body 1, set 2 bottom of window precast wall body be connected with by adjusting device it is universal
Movable pulley；Described not set window precast wall body 1, set and be provided with heat preservation plate material in window precast wall body 2, heat preservation plate material is disconnected through multiple heat
Bridging fitting is arranged in precast wall body, and described does not set window precast wall body 1, sets window precast wall body 2 as with reinforced mesh
Concrete slab；
Multiple architectural constructions connect and compose multilayer or high-rise assembled integral shear wall architectural construction.
The lateral main reinforcement 9 and vertical main reinforcement 10 are using more straight reinforcing bars, L shape muscle or U-shaped muscle；In elongated transverse direction
Stirrup is set in slot 8, forms framework of steel reinforcement with the vertical main reinforcement 10 arranged in elongated connection vertical core 7；In elongated connection vertical core 7
The lateral main reinforcement 9 arranged in interior setting stirrup, with elongated transverse groove 8 forms framework of steel reinforcement.
The lateral main reinforcement 9 of adjacent each precast wall body and adjacent wall column is formed using horizontal overlap joint, mutually overlap joint
Degree of lip-rounding closed confinement space, and concrete shear key is set；By to cast-in-place concrete region formwork and poured in place concrete,
Adjacent each precast wall body and adjacent wall cylindricality are integral.
The adjustment device includes upper connector, connection intermediate and lower connector, and connection intermediate both ends pass through respectively
Bolt assembly connects upper connector and lower connector, and universal movable pulley mounting rack is arranged on lower connector, upper connector anchoring
In the bottom of precast wall body, intermediate is polygon or form of sleeve.
In addition, a kind of construction method of assembled integral shear wall architectural construction, including the following steps:
(1) not setting factory's production window precast wall body 1, set window precast wall body 2, floor plate 3, the first wall column 4, the
Two wall columns 5 and third wall column 6 are transported to scene；
(2) by universal movable pulley, movement does not set window precast wall body 1, sets window precast wall body 2, and with floor plate 3, the
One wall column 4, the second wall column 5 and 6 preassembling of third wall column form the vertical load bearing support body of one layer of structure, drop back in place
Universal movable pulley is walked, after the absolute altitude that precast wall body is mixed up by adjusting device, vertical load bearing support body is anchored in basis；No
Lateral main reinforcement 9 between isomorphic product is connected, the fill concrete in elongated connection vertical core 7 and elongated transverse groove 8, and existing
Pouring concrete region inner concrete is poured concrete, and consolidating the vertical load bearing support body of one layer of structure is that single story building constructs；
(3) the vertical main reinforcement 10 stretched out using the upper end that the preformed hole on floor plate 3 passes through single story building construction, and
Concrete is poured into preformed hole is consolidated in floor plate 3 on single story building construction；
(4) on the single story building construction successively assembled upper one layer do not set window precast wall body 1, set window precast wall body
2, floor plate 3, the first wall column 4, the second wall column 5 and third wall column 6, make the lateral main reinforcement 9 between multiple components
With the corresponding connection respectively of vertical main reinforcement 10, the fill concrete in the elongated connection vertical core 7 and elongated transverse groove 8, to
Fill concrete in the reinforced bar jointing sleeve makes each precast wall body and each wall column be connected as entirety, forms upper one layer of single layer
Architectural construction；
(5) step (2) to (4) are repeated several times, form multilayer or high-rise assembled integral shear wall architectural construction.
When upper and lower level connects, the vertical main reinforcement 10 between each precast wall body or each wall column is first connected, then pours
Concrete consolidation；Then the lateral main reinforcement 9 between adjacent members is connected again, then casting concrete consolidation.
Junction between the precast wall body or wall column sets assistant reinforcement muscle, the assistant reinforcement muscle and the transverse direction
Main reinforcement 9 welds.
The first wall column 4 is tee T section, and the second wall column 5 is L-type section, and third wall column 6 is cross
Section.
In addition, the precast wall body is made of concrete filled steel tube, the steel pipe is hexagon tubular made of steel plate bending
Structure, each side steel plate of the steel pipe of hexagonal structure are respectively the side of rectangular cylindrical structure, and each side offers respectively
The long hole of several rectangular arrays arrangement, the length direction of each long hole is horizontally disposed, and the both ends of long hole are respectively arranged with
First arc groove and the second arc groove, the diameter of the first arc groove are equal to the width of long hole left part, the diameter of the second arc groove
Equal to or more than the width of long hole right part, tension rib is inserted in each long hole.
The external surrounding of hexagon tubular structural steel and iron is provided with cross section reinforced mesh in rectangular configuration, steel mesh
There is gap, reinforced mesh passes through the side of peg and hexagon tubular structural steel and iron between piece and hexagon tubular structural steel and iron
It is fixedly connected, pours inside hexagon tubular structural steel and iron and to be integrated tension rib and the condensation of hexagon tubular structural steel and iron
Inner concrete pours outer concrete in the external surrounding of hexagon tubular structural steel and iron respectively and condenses reinforced mesh；Outer coagulation
Soil, reinforced mesh and hexagon tubular structural steel and iron form precast wall body.
The precast wall body adopted the structure increases substantially the ductility of concrete and compression strength, and whole assembly is whole
The plasticity and toughness properties of formula shear wall architectural construction are greatly improved, and substantially increase the non-deformability and pressure resistance of shear wall
Degree, while the fire retardant anticorrosion erosion problem of architectural construction has also obtained effective solution.
Embodiment 3
Referring to Fig. 1, a kind of assembled integral shear wall architectural construction, the architectural construction includes not setting window precast wall body 1, setting
Window precast wall body 2, floor plate 3, the first wall column 4, the second wall column 5 and third wall column 6, it is described to set window precast wall body 2
Frame is reserved including window, window reserves grid beam, window reserves frame two sides wall；It is described not set window precast wall body 1, set window dry wall
Body 2, floor plate 3, the first wall column 4, be provided with along short transverse in the second wall column 5 and third wall column 6 it is multiple mutually flat
Capable elongated connection vertical core 7 is provided with the elongated transverse direction of multiple connections elongated connection vertical core 7 being parallel to each other in the width direction
Slot 8；Lateral main reinforcement 9 is set in the elongated transverse groove 8, vertical main reinforcement 10 is set in elongated connection vertical core 7, it is described
The length of each elongated transverse groove 8 is identical, meets the anchoring requirement of connection main reinforcement；In elongated connection vertical core 7 and elongated transverse direction
Fill concrete forms single story building construction in slot 8；3 anchor connection of floor plate the single story building structurally；
The lower end embedded bar connector sleeve of the first wall column 4, the second wall column 5 and third wall column 6, with lower layer
The vertical main reinforcement 10 that first wall column 4, the second wall column 5 and third wall column 6 are stretched up is mutually chimeric；First wall
The upper end of column 4, the second wall column 5 and third wall column 6 is extended with vertical main reinforcement 10 from the elongated transverse groove 8, and dashes forward
On floor plate 3, it extend into the described pre-buried of the first wall column 4 on upper layer, the second wall column 5 and third wall column 6
The first wall column 4, the second wall column 5 in reinforced bar jointing sleeve, by the fill concrete into the reinforced bar jointing sleeve, with lower layer
Entirety is connected as with third wall column 6；
The lower end embedded bar connector sleeve for not setting window precast wall body 1, setting window precast wall body 2 does not set window with lower layer
Precast wall body 1, to set vertical main reinforcement 10 that window precast wall body 2 is stretched up mutually chimeric；It is described not set window precast wall body 1, set window
The upper end of precast wall body 2 is extended with vertical main reinforcement 10 from the elongated transverse groove 8, and protrudes from floor plate 3, stretches
Enter to not setting window precast wall body 1 described in upper layer, in the embedded bar connector sleeve for setting window precast wall body 2, by described
Fill concrete in reinforced bar jointing sleeve does not set window precast wall body 1, sets window precast wall body 2 and be connected as entirety with lower layer；
Cast-in-place concrete region is set between each precast wall body and each wall column, and in the cast-in-place concrete region
The interior lateral main reinforcement 9 in each wall column and the intracorporal lateral main reinforcement 9 of each dry wall connect, and are made respectively by cast-in-place concrete
Precast wall body and each wall column are connected as entirety；
It is undermost it is described do not set window precast wall body 1, set 2 bottom of window precast wall body be connected with by adjusting device it is universal
Movable pulley；Described not set window precast wall body 1, set and be provided with heat preservation plate material in window precast wall body 2, heat preservation plate material is disconnected through multiple heat
Bridging fitting is arranged in precast wall body, and described does not set window precast wall body 1, sets window precast wall body 2 as with reinforced mesh
Concrete slab；
Multiple architectural constructions connect and compose multilayer or high-rise assembled integral shear wall architectural construction.
The lateral main reinforcement 9 and vertical main reinforcement 10 are using more straight reinforcing bars, L shape muscle or U-shaped muscle；In elongated transverse direction
Stirrup is set in slot 8, forms framework of steel reinforcement with the vertical main reinforcement 10 arranged in elongated connection vertical core 7；In elongated connection vertical core 7
The lateral main reinforcement 9 arranged in interior setting stirrup, with elongated transverse groove 8 forms framework of steel reinforcement.
The lateral main reinforcement 9 of adjacent each precast wall body and adjacent wall column is formed using horizontal overlap joint, mutually overlap joint
Degree of lip-rounding closed confinement space, and concrete shear key is set；By to cast-in-place concrete region formwork and poured in place concrete,
Adjacent each precast wall body and adjacent wall cylindricality are integral.
The adjustment device includes upper connector, connection intermediate and lower connector, and connection intermediate both ends pass through respectively
Bolt assembly connects upper connector and lower connector, and universal movable pulley mounting rack is arranged on lower connector, upper connector anchoring
In the bottom of precast wall body, intermediate is polygon or form of sleeve.
In addition, a kind of construction method of assembled integral shear wall architectural construction, including the following steps:
(1) not setting factory's production window precast wall body 1, set window precast wall body 2, floor plate 3, the first wall column 4, the
Two wall columns 5 and third wall column 6 are transported to scene；
(2) by universal movable pulley, movement does not set window precast wall body 1, sets window precast wall body 2, and with floor plate 3, the
One wall column 4, the second wall column 5 and 6 preassembling of third wall column form the vertical load bearing support body of one layer of structure, drop back in place
Universal movable pulley is walked, after the absolute altitude that precast wall body is mixed up by adjusting device, vertical load bearing support body is anchored in basis；No
Lateral main reinforcement 9 between isomorphic product is connected, the fill concrete in elongated connection vertical core 7 and elongated transverse groove 8, and existing
Pouring concrete region inner concrete is poured concrete, and consolidating the vertical load bearing support body of one layer of structure is that single story building constructs；
(3) the vertical main reinforcement 10 stretched out using the upper end that the preformed hole on floor plate 3 passes through single story building construction, and
Concrete is poured into preformed hole is consolidated in floor plate 3 on single story building construction；
(4) on the single story building construction successively assembled upper one layer do not set window precast wall body 1, set window precast wall body
2, floor plate 3, the first wall column 4, the second wall column 5 and third wall column 6, make the lateral main reinforcement 9 between multiple components
With the corresponding connection respectively of vertical main reinforcement 10, the fill concrete in the elongated connection vertical core 7 and elongated transverse groove 8, to
Fill concrete in the reinforced bar jointing sleeve makes each precast wall body and each wall column be connected as entirety, forms upper one layer of single layer
Architectural construction；
(5) step (2) to (4) are repeated several times, form multilayer or high-rise assembled integral shear wall architectural construction.
When upper and lower level connects, the vertical main reinforcement 10 between each precast wall body or each wall column is first connected, then pours
Concrete consolidation；Then the lateral main reinforcement 9 between adjacent members is connected again, then casting concrete consolidation.
Junction between the precast wall body or wall column sets assistant reinforcement muscle, the assistant reinforcement muscle and the transverse direction
Main reinforcement 9 welds.
In addition, the floor plate 3 successively includes precast concrete bottom plate, cast-in-place concrete overlapping layers and frame from bottom to top
Empty floor layer.The precast concrete bottom plate is prefabricated concrete hollow slab or steel bar girder concrete prefabricated board；It is described
Raised flooring layer from top to bottom successively include foundation bolt support column, oriented structure chipboard and floor；It is described aerially
Dry-type ground-warming plate is set between the oriented structure chipboard and floor of plate layer.
The heat preservation plate material successively includes color coated steel sheet, heat preservation core plate and lightgage steel joist from outside to inside；The light steel dragon
Bone is fixed on precast wall body by anchor bolt；Color coated steel sheet and heat preservation core plate pass sequentially through self-plugging rivet and are connected to lightgage steel joist
On.
Floor plate 3 of the invention uses the prestressed concrete laminated floor slab or steel bar girder concrete folding of large span
Floor, create large span without secondary beam can flexible partition space, be not necessarily to template and full hall scaffold, can multilayer construct simultaneously,
Speed of application is fast, prefabricated board shop, reliable in quality.
It, can also be various to meet by technical solution any combination in above-described embodiment to realize more preferably technical effect
The demand of practical application.
As can be seen from the above embodiments, the prefabricated components that assembled integral shear wall architectural construction of the invention uses is factories
Metaplasia produce, transport, it is easy for installation, high production efficiency, it is high-quality, save resource, be conducive to sustainable development.It is mentioned using the present invention
Assembled integral shear wall architectural construction out substantially reduces or avoids reinforced bar engineering, scaffolding work, form work engineering, concrete
Engineering and plastering engineering etc. economize on resources, save artificial, reduction administration fee, it is ensured that construction quality.The connection of prefabricated components seam
It is convenient, reliable.By arranging reinforcing bar in hole, the casting concrete between hole and prefabricated components makes elongated connection vertical core, leads to
Rear pouring concrete between long transverse groove and prefabricated components is integral, and improves the reliability connected between prefabricated components, construction party
Just, the problems such as avoiding service stage gaping of joints.Reduce building self weight.
Assembled integral shear wall architectural construction of the invention is light-weight, and reinforcing bar connection is simple, is perfused with rear pouring concrete
Cavity connects between wallboard and beam column by between wallboard and wallboard, between wallboard and floor, reaches assembled integral and build
The requirement built.The architectural construction can standardize, large-scale industrial production, reduce cost, improve quality；Construction method is simple,
And short construction period.
Each component fractionation position of the invention is reasonable, makes and transports convenient for component；Component is generally symmetrical, and weight is reasonable,
It is easy to lift installation；All component connectors are reliable, and joint efficiency is high.Shear wall vertical reinforcement is double by the configuration of minimum detailing requiments
While EDS maps muscle, will calculate the vertical reinforcement area needed and concentrate is that the big spacing diameter steel bar of a row is configured in wall middle line
On, meet specification detailing requiments in this way, splice is again few.Cast-in-place bandwidth is small between column wall, and situ wet operation is few, assembly rate
It is high.
The above described is only a preferred embodiment of the present invention, being not that the invention has other forms of limitations, appoint
What those skilled in the art changed or be modified as possibly also with the technology contents of the disclosure above equivalent variations etc.
Imitate embodiment.But without departing from the technical solutions of the present invention, according to the technical essence of the invention to above embodiments institute
Any simple modification, equivalent variations and the remodeling made, still fall within the protection scope of technical solution of the present invention.
Claims (7)
1. a kind of assembled integral shear wall architectural construction, which is characterized in that the architectural construction includes not setting window precast wall body
(1), window precast wall body (2), floor plate (3), the first wall column (4), the second wall column (5) and third wall column (6), institute are set
Stating and setting window precast wall body (2) includes that window reserves frame, window reserves grid beam, window reserves frame two sides wall；It is described that not set window pre-
Wall (1) processed sets window precast wall body (2), floor plate (3), the first wall column (4), the second wall column (5) and third wall column
(6) multiple elongated connection vertical cores (7) being parallel to each other are provided with along short transverse in, it is described logical to be provided with multiple connections in the width direction
The elongated transverse groove (8) of long connection vertical core (7) being parallel to each other；Lateral main reinforcement is set in the elongated transverse groove (8)
(9), the vertical main reinforcement (10) of setting in elongated connection vertical core (7), the length of each elongated transverse groove (8) is identical, full
The anchoring requirement of foot connection main reinforcement；Single layer is formed in elongated connection vertical core (7) and the interior fill concrete of elongated transverse groove (8) to build
Build construction；Floor plate (3) anchor connection the single story building structurally；
The first wall column (4), the second wall column (5) and third wall column (6) lower end embedded bar connector sleeve, with lower layer
The first wall column (4), the vertical main reinforcement (10) stretched up of the second wall column (5) and third wall column (6) it is mutually chimeric；Institute
The upper end for stating the first wall column (4), the second wall column (5) and third wall column (6) is extended with from the elongated transverse groove (8)
Vertical main reinforcement (10), and protrude from floor plate (3), it extend into the first wall column (4), the second wall column on upper layer
(5) and in the embedded bar connector sleeve of third wall column (6), by the fill concrete into the reinforced bar jointing sleeve, with
The first wall column (4), the second wall column (5) and the third wall column (6) of lower layer are connected as entirety；
The lower end embedded bar connector sleeve for not setting window precast wall body (1), setting window precast wall body (2) does not set window with lower layer
Precast wall body (1), to set vertical main reinforcement (10) that window precast wall body (2) is stretched up mutually chimeric；It is described not set window precast wall body
(1), the upper end for setting window precast wall body (2) is extended with vertical main reinforcement (10) from the elongated transverse groove (8), and protrudes from building
On laminate part (3), it extend into the embedded bar for not setting window precast wall body (1), setting window precast wall body (2) on upper layer
In connector sleeve, by the fill concrete into the reinforced bar jointing sleeve, do not set that window precast wall body (1), to set window prefabricated with lower layer
Wall (2) is connected as entirety；
Cast-in-place concrete region is set between each precast wall body and each wall column, and right in the cast-in-place concrete region
The intracorporal lateral main reinforcement (9) of lateral main reinforcement (9) and each dry wall in each wall column connects, and is made respectively by cast-in-place concrete
Precast wall body and each wall column are connected as entirety；
It is undermost it is described do not set window precast wall body (1), set window precast wall body (2) bottom be connected with by adjusting device it is universal
Movable pulley；It is described do not set window precast wall body (1), set window precast wall body (2) in be provided with heat preservation plate material, heat preservation plate material is through multiple
Hot bridge cut-off connector is arranged in precast wall body, and described does not set window precast wall body (1), sets window precast wall body (2) as with steel
The concrete slab of muscle mesh sheet；
Multiple architectural constructions connect and compose multilayer or high-rise assembled integral shear wall architectural construction.
2. a kind of assembled integral shear wall architectural construction according to claim 1, which is characterized in that the transverse direction is main
Reinforcing bar (9) and vertical main reinforcement (10) are using more straight reinforcing bars, L shape muscle or U-shaped muscle；Stirrup is set in elongated transverse groove (8),
Framework of steel reinforcement is formed with the vertical main reinforcement (10) arranged in elongated connection vertical core (7)；The setting hoop in elongated connection vertical core (7)
Muscle forms framework of steel reinforcement with the lateral main reinforcement (9) arranged in elongated transverse groove (8).
3. a kind of assembled integral shear wall architectural construction according to claim 1 to 2, which is characterized in that adjacent is each pre-
The lateral main reinforcement (9) of wall processed and adjacent wall column forms degree of lip-rounding closed confinement space using horizontal overlap joint, mutually overlap joint,
And concrete shear key is set；By to cast-in-place concrete region formwork and poured in place concrete, adjacent each precast wall body
It is integral with adjacent wall cylindricality.
4. a kind of assembled integral shear wall architectural construction according to claim 1 to 3, which is characterized in that the adjustment dress
It sets including upper connector, connection intermediate and lower connector, connection intermediate both ends in bolt assembly connection respectively by connecting
Part and lower connector, universal movable pulley mounting rack are arranged on lower connector, and upper connector is anchored at the bottom of precast wall body, in
Mesosome is polygon or form of sleeve.
5. a kind of construction method of assembled integral shear wall architectural construction described in -4 according to claim 1, which is characterized in that
Include the following steps:
(1) not setting factory's production window precast wall body (1), set window precast wall body (2), floor plate (3), the first wall column
(4), the second wall column (5) and third wall column (6) are transported to scene；
(2) by universal movable pulley, movement does not set window precast wall body (1), sets window precast wall body (2), and with floor plate (3),
First wall column (4), the second wall column (5) and third wall column (6) preassembling form the vertical load bearing support body of one layer of structure,
It withdraws universal movable pulley afterwards in place, after the absolute altitude that precast wall body is mixed up by adjusting device, vertical load bearing support body is anchored in
In basis；Lateral main reinforcement (9) between different component is connected, the filling in elongated connection vertical core (7) and elongated transverse groove (8)
Concrete, and it is poured concrete in cast-in-place concrete region inner concrete, consolidate the vertical load bearing support body of one layer of structure
For single story building construction；
(3) the vertical main reinforcement (10) stretched out using the upper end that the preformed hole on floor plate (3) passes through single story building construction, and
Concrete is poured into preformed hole is consolidated in floor plate (3) on single story building construction；
(4) on the single story building construction successively assembled upper one layer do not set window precast wall body (1), set window precast wall body
(2), floor plate (3), the first wall column (4), the second wall column (5) and third wall column (6), make the cross between multiple components
To the corresponding connection respectively of main reinforcement (9) and vertical main reinforcement (10), in the elongated connection vertical core (7) and elongated transverse groove
(8) interior fill concrete, fill concrete in Xiang Suoshu reinforced bar jointing sleeve, is connected as each precast wall body with each wall column whole
Body forms upper one layer of single story building construction；
(5) step (2) to (4) are repeated several times, form multilayer or high-rise assembled integral shear wall architectural construction.
6. construction method according to claim 5, which is characterized in that when upper and lower level connects, each precast wall body or each
Vertical main reinforcement (10) between wall column first connects, then casting concrete consolidation；Then again by the transverse direction between adjacent members
Main reinforcement (9) connection, then casting concrete consolidation.
7. according to construction method described in claim 5-6, which is characterized in that the connection between the precast wall body or wall column
Place sets assistant reinforcement muscle, and the assistant reinforcement muscle and the lateral main reinforcement (9) are welded.
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| CN115341695A (en) * | 2022-08-19 | 2022-11-15 | 宁夏大学 | Desert sand lightweight aggregate concrete fabricated shear wall structure |
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