CN106223461A - A kind of hybrid industrialized building structural system and construction method thereof - Google Patents
A kind of hybrid industrialized building structural system and construction method thereof Download PDFInfo
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- CN106223461A CN106223461A CN201610758982.XA CN201610758982A CN106223461A CN 106223461 A CN106223461 A CN 106223461A CN 201610758982 A CN201610758982 A CN 201610758982A CN 106223461 A CN106223461 A CN 106223461A
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
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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
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B2001/1993—Details of framework supporting structure, e.g. posts or walls
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- Architecture (AREA)
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- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
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- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
A kind of hybrid industrialized building structural system and construction method thereof, the most hybrid industrialized building structural system, connect the structural system of composition including structural column, structural beams, shear wall and floor, described structural column is steel column or steel core concrete column or steel pipe reinforced column；In described structural beams the most a piece of for prefabricated variation rigidity hybrid combination beam；In described shear wall the most a piece of for precast shear wall；In the frame structure that described precast shear wall is connected to structural column and prefabricated variation rigidity hybrid combination beam encloses；Described prefabricated variation rigidity hybrid combination beam includes steel skeleton and is arranged on the reinforced concrete block of steel skeleton web both sides.It is poor seismic behavior, engineering time length and the technical problem of traditional steel structure fire-resistant difference that the present invention solves traditional cast-in-place concrete structure.
Description
Technical field
The present invention relates to a kind of hybrid industrialized building structural system and construction method thereof.
Background technology
Earthquake is exactly the fast vibration of the earth's crust, earthquake as blowing, rain, be recurrent naturally existing on the earth
As.The whole world the most about occurs 5,000,000 times, probably occurs every day 13 700 times, and about 1% is the appreciable earthquakes of people, causes
The most annual 18 times of the earthquake (more than 7 grades) of heavy damage, annual about thousand times of 5 grades of earthquakes, only China are annual there are more than 5 grades earthquakes
About 20～30 times.Since 1900, nearly 800 times of middle Kuomintang-Communist more than 6 grades earthquakes of generation, the most about 8 times, spread all over except Guizhou, Zhejiang
All of provinces, autonomous regions and municipalities beyond two provinces and Hong Kong and Macao special administrative regions.Earthquake be the killer in natural disaster it
King, China, because of the murderous number of earthquake, accounts for domestic all natural disasters and includes flood, brushfire, mud-rock flow, landslide etc.
The 54% of total number of persons, the wherein earthquake of nineteen twenty Ningxia Haiyuan, people more than 230,000 is dead, Tangshan earthquake in 1976, people more than 240,000
Dead.Earthquake brings huge economic loss, nineteen ninety-five Japan Kobe violent earthquake, personnel death 5466 people, people more than 30,000
Injured, economic loss reaches 100,000,000,000 dollars.Earthquake be the mankind must faced by major disaster.2008.5.12 there is Wenchuan in China
Earthquake, earthquake magnitude is 8 grades, amounts to 90,000 people dead and missing.
Cast-in-place concrete structure system is the structure of current main flow, but it is long to there is the engineering time, and anti-seismic performance is poor
Not enough.Then there is shortcoming or the deficiencies such as fire resistance difference in steel construction.
How to find and a kind of be capable of that industrialized production, green, fire protecting performance be good, the new structure of good anti-seismic performance
System becomes engineering and faces an important difficult problem.
Summary of the invention
It is an object of the invention to provide a kind of hybrid industrialized building structural system and construction method, tradition to be solved
Cast-in-place concrete structure poor seismic behavior, engineering time length and traditional steel structure fire-resistant difference technical problem.
For achieving the above object, the present invention adopts the following technical scheme that.
A kind of hybrid industrialized building structural system, connects composition including structural column, structural beams, shear wall and floor
Structural system.Described structural column is steel column or steel core concrete column or steel pipe reinforced column.In described structural beams extremely
Rare a piece of for prefabricated variation rigidity hybrid combination beam.In described shear wall the most a piece of for precast shear wall.Described prefabricated
In the frame structure that shear wall is connected to structural column and prefabricated variation rigidity hybrid combination beam encloses.Described prefabricated variation rigidity
Hybrid combination beam includes steel skeleton and is arranged on the reinforced concrete block of steel skeleton web both sides.Described steel skeleton includes
Upper and lower flange plate and at the flange plate medium position, the web that is connected between upper and lower flange plate.
Described reinforced concrete block is positioned in the web of steel skeleton and the framework of upper and lower flange plate composition, armored concrete
Gap and the outside of reinforced concrete block between block and steel skeleton have poured concrete cover.The end of described steel skeleton
Beyond the end of reinforced concrete block and fixing with structural column be connected.
Preferably, described hybrid industrialized building structural system also includes the lateral surface along concrete cover and steel
The reinforced concrete floor poured bottom skeleton lower flange.
Preferably, described prefabricated variation rigidity hybrid combination beam and in-situ reinforced concrete slab are by the common structure of connector
Become the hybrid contignation of variation rigidity.
Preferably, described web has one piece or one group, and one of which web is parallel to each other, is spaced setting.
Preferably, between described top flange plate, bottom wing listrium, being parallel to upper and lower flange plate is additionally provided with one layer or multilamellar
Median septum；Septum plate is fixing with web to be connected.
Precast shear wall in a kind of hybrid industrialized building structural system, described precast shear wall includes steel plate wall
Core and the out of plane constraint reinforced concrete wall panel of steel plate wall core both sides；Four limits of described steel plate wall core are beyond the four of precast shear wall
All sides；The first through hole and the second through hole is had on described steel plate wall core；Described steel plate wall core is by being through in the first through hole
The shearing resistance bolt connect reinforcing bar, being through in the second through hole is connected with out of plane constraint reinforced concrete wall panel.
Preferably, the inner side of described frame structure is provided with connecting plate one；Described connecting plate one and the steel plate of precast shear wall
Wall core beyond part overlapping welding and/or is bolted by connecting bolt, or one end of connecting plate one is connected to frame structure
Inner side, the other end is connected to the upper of precast shear wall by connecting bolt.
Precast shear wall in a kind of hybrid industrialized building structural system, described precast shear wall includes intersection steel
Lath band plate, it is arranged in the bar frame of transposition bracket band panel area and is cast in the wallboard coagulation outside bar frame
Soil；Four corners of the equal precast shear wall in termination of transposition bracket bar band plate, are connected with frame structure.
Preferably, described transposition bracket bar band plate stretches out that the termination of precast shear wall is fixing with frame structure to be connected；
The inner side of described frame structure is provided with connecting plate one；Described precast shear wall surrounding side, it is perpendicular to side surface direction and also sets
There is connecting plate two；Described connecting plate one is welded with connecting plate two overlapping and/or is bolted by connecting bolt, or connecting plate one
One end is connected to the inner side of frame structure, and the other end is connected on precast shear wall by connecting bolt.
Precast shear wall in a kind of hybrid industrialized building structural system, described precast shear wall includes intersection steel
Muscle mesh sheet, the bar frame being arranged in cross wise reinforcement mesh sheet both sides and the R.C. wall board being cast in outside bar frame.
Preferably, the inner side of described frame structure is provided with connecting plate one；The surrounding side of described precast shear wall, it is perpendicular to
Side surface direction is additionally provided with connecting plate two；Described connecting plate one is welded with connecting plate two overlapping and/or is bolted by connecting bolt, or
One end of person's connecting plate one is connected to the inner side of frame structure, and by connecting bolt, directly and frame structure is connected as one to the other end
Body.
Preferably, described floor is prefabricated reinforced concrete floor or Truss Deck Concrete Slab or profiled sheet
In-situ reinforced concrete slab or the in-situ reinforced concrete slab of on-the-spot formwork or prefabricated with cast-in-place combination overlapping building
Plate；The concrete of described floor be normal concrete or regeneration concrete or flyash concrete or slag concrete or
The concrete of person's additive.
Preferably, described one hybrid industrialized building structural system, also include that basis, described basis are reinforced concrete
Earth foundation or reinforced concrete foundation are isolated footing or raft foundation or beam foundation or box foundation.
Preferably, described structural column is steel pipe reinforced column or steel core concrete column；Described steel pipe reinforced concrete
Reinforcing bar in earth pillar is for overlap joint or welding or is mechanically connected；Concrete in described structural column is normal concrete or again
Growing concrete or flyash concrete, slag concrete.
A kind of hybrid industrialized building structural system, including basis, structural column, structural beams, lateral resistant member and floor
Connect the structural system of composition；In described structural beams the most a piece of for prefabricated variation rigidity hybrid combination beam；
In described lateral resistant member, at least a preprocessing supports；Described preprocessing is supported for anti-buckling constraint support, steel props up
Support, prefabricated reinforcing bar reinforced concrete support, prefabricated reinforced concrete support；Described prefabricated variation rigidity hybrid combination beam includes
Steel skeleton and the reinforced concrete block being arranged on steel skeleton web both sides；Described reinforced concrete block be positioned at the web of steel skeleton with
In the framework that upper and lower flange plate is constituted；The two ends of described steel skeleton beyond the two ends of reinforced concrete block, and beyond part with
Structural column is fixing to be connected, and forms frame structure；Described preprocessing support is fixing with frame structure to be connected.
The construction method of the hybrid industrialized building structural system that a kind of precast shear wall is constituted, comprises the following steps that
Step one, the outsourcing steel cylinder of precast construction post, prefabricated variation rigidity hybrid combination beam, precast shear wall in factory.
Size design according to steel skeleton needs longitudinal reinforcement and the transverse steel made, and then reinforcing bar is placed in steel
Between skeleton web both sides, upper lower flange, at reinforcing bar lateral branch template, casting concrete, forming reinforced concrete block, maintenance is extremely
Predetermined strength；Wherein the two ends of steel skeleton are exposed, and steel skeleton and reinforced concrete block form prefabricated variation rigidity hybrid combination beam.
Steel plate wall core is opened the first through hole and the second through hole, the first through hole is worn connection reinforcing bar, in the second through hole
Wear shearing resistance bolt, outside the two ends of connection reinforcing bar and shearing resistance bolt are all beyond steel plate wall core face；In the both sides assembling reinforcement of steel plate wall core, at steel
Muscle both sides formwork, casting concrete forms out of plane constraint reinforced concrete wall panel, makes four limits of steel plate wall core beyond out of plane constraint
Reinforced concrete wall panel surrounding side；Maintenance to predetermined strength, the out of plane constraint reinforced concrete wall panel of steel plate wall core and both sides
Form precast shear wall；At structural column, prefabricated variation rigidity hybrid combination beam corresponding position fixed connecting plate one.
Step 2, construction basis.
Step 3, the initial layers standard knot of the outsourcing steel cylinder of constructing structure post and prefabricated variation rigidity hybrid combination beam；Will
The initial layers standard knot of outsourcing steel cylinder and prefabricated variation rigidity hybrid combination beam connect.
Step 4, the preprocessing part of floor is installed in lifting.
Step 5, pours post concrete in Covered with Angles cylinder and forms steel core concrete column.
Step 6, repeats step 3-step 5 and constructs to top layer, and the frame structure of total system completes.
Step 7, precast shear wall of successively constructing；Being connected fixing to precast shear wall and frame structure, structural system is constructed
Complete.
The construction method of the hybrid industrialized building structural system that a kind of shear wall is constituted, comprises the following steps that
Step one, the outsourcing steel cylinder of precast construction post, prefabricated variation rigidity hybrid combination beam, precast shear wall in factory；Root
Design the longitudinal reinforcement and transverse steel needing to make according to the size of steel skeleton, then reinforcing bar is placed in steel skeleton web two
Between side, upper lower flange, at reinforcing bar lateral branch template, casting concrete, forming reinforced concrete block, maintenance is to predetermined strength；
Wherein the two ends of steel skeleton are exposed, and steel skeleton and reinforced concrete block form prefabricated variation rigidity hybrid combination beam.
Diagonal along precast shear wall arranges transposition bracket bar band plate, arranges reinforcing bar in transposition bracket bar band plate both sides
Rack, then at the R.C. wall board that pours outside bar frame, maintenance to predetermined strength, form precast shear wall, and ensure
The end of transposition bracket bar band plate is positioned at outside precast concrete precast shear wall.
At structural column, prefabricated variation rigidity hybrid combination beam corresponding position fixed connecting plate one.
Step 2, construction basis.
Step 3, the standard knot of the initial layers of the outsourcing steel cylinder of constructing structure post and prefabricated variation rigidity hybrid combination beam；
Initial layers standard knot and the prefabricated variation rigidity hybrid combination beam of outsourcing steel cylinder are connected.
Step 4, the preprocessing part of floor is installed in lifting.
Step 5, pours post concrete in Covered with Angles cylinder and forms steel core concrete column.
Step 6, repeats step 3 and constructs to top layer to step 5, and the frame structure of total system completes.
Step 7, precast shear wall of successively constructing；Being connected fixing to precast shear wall and frame structure, structural system is constructed
Complete.
The construction method of the hybrid industrialized building structural system that a kind of shear wall is constituted, comprises the following steps that
Step one, the outsourcing steel cylinder of precast construction post, prefabricated variation rigidity hybrid combination beam, precast shear wall in factory；Root
Design the longitudinal reinforcement and transverse steel needing to make according to the size of steel skeleton, then reinforcing bar is placed in steel skeleton web two
Between side, upper lower flange, at reinforcing bar lateral branch template, casting concrete, forming reinforced concrete block, maintenance is to predetermined strength；
Wherein the two ends of steel skeleton are exposed, and steel skeleton and reinforced concrete block form prefabricated variation rigidity combination beam.
Described precast shear wall include cross wise reinforcement mesh sheet, the bar frame being arranged in cross wise reinforcement mesh sheet both sides and
The R.C. wall board being cast in outside bar frame.
Diagonal along precast shear wall arranges cross wise reinforcement mesh sheet, arranges bar-mat reinforcement in cross wise reinforcement mesh sheet both sides
Frame, then at the R.C. wall board that pours outside bar frame, maintenance to predetermined strength, form precast shear wall；Structural column,
Prefabricated variation rigidity hybrid combination beam corresponding position fixed connecting plate one.
Step 2, construction basis.
Step 3, the initial layers standard knot of the outsourcing steel cylinder of constructing structure post and prefabricated variation rigidity hybrid combination beam；Will
The initial layers standard knot of outsourcing steel cylinder and prefabricated variation rigidity hybrid combination beam connect.
Step 4, the preprocessing part of floor is installed in lifting.
Step 5, pours post concrete in Covered with Angles cylinder and forms steel core concrete column.
Step 6, repeats step 3 and constructs to top layer to step 5, and the frame structure of total system completes.
Step 7, precast shear wall of successively constructing；Being connected fixing to precast shear wall and frame structure, structural system is constructed
Complete.
Preferably, the shear wall in described hybrid industrialized building structural system is not all precast shear wall or structural beams
When being not all prefabricated variation rigidity hybrid combination beam, the step of step 3 is the initial layers standard of the outsourcing steel cylinder of constructing structure post
Joint, prefabricated variation rigidity hybrid combination beam and cast-in-place shear wall, common beam；By initial layers standard knot and the prefabricated change of outsourcing steel cylinder
Rigidity hybrid combination beam connects.
Preferably, when described structural column is concrete-steel pipe concrete, between step 4 and step 5, it is additionally included in outsourcing
The core steel reinforcement cage of construction steel pipe reinforced column in steel cylinder.
Preferably, when described floor is profiled sheet in-situ reinforced concrete slab, in step 4, only floor is installed in lifting
Profiled sheet, treats that step 5 completes after-pouring floorslab concrete.
The construction method of a kind of hybrid industrialized building structural system, comprises the following steps that
Step one, the outsourcing steel cylinder of precast construction post, prefabricated variation rigidity hybrid combination beam, precast shear wall in factory；Root
Design the longitudinal reinforcement and transverse steel needing to make according to the size of steel skeleton, then reinforcing bar is placed in steel skeleton web two
Between side, upper lower flange, at reinforcing bar lateral branch template, casting concrete, forming reinforced concrete block, maintenance is to predetermined strength；
Wherein the two ends of steel skeleton are exposed, and steel skeleton and reinforced concrete block form prefabricated variation rigidity combination beam.
At structural column, prefabricated variation rigidity hybrid combination beam corresponding position fixed connecting plate one.
Step 2, construction basis.
Step 3, the initial layers standard knot of the outsourcing steel cylinder of constructing structure post and structural beams；Initial layers by outsourcing steel cylinder
Standard knot and structural beams connect.
Step 4, the preprocessing part of floor is installed in lifting.
Step 5, pours post concrete in Covered with Angles cylinder and forms steel core concrete column.
Step 6, repeats step 3 and constructs to top layer to step 5, and the frame structure of total system completes.
Step 7, lateral resistant member of successively constructing；Being connected fixing to lateral resistant member and frame structure, structural system is constructed
Complete.
Preferably, when described structural column is concrete-steel pipe concrete, between step 4 and step 5, it is additionally included in outsourcing
The core steel reinforcement cage of construction steel pipe reinforced column in steel cylinder.
Preferably, when described floor is profiled sheet in-situ reinforced concrete slab, in step 4, only floor is installed in lifting
Profiled sheet, treats that step 5 completes after-pouring floorslab concrete.
Compared with prior art the invention have the characteristics that and beneficial effect.
1, present invention incorporates the advantage of steel reinforced concrete tube structure steel structure earthquake-resistant, more common reinforced concrete abode house
Room anti-seismic performance increases substantially so that house is difficult to collapse in earthquake.
2, the present invention is after big shake, megaseisms, it is only necessary to changes the steel plate shear force wall destroyed and can complete to repair, makes house
There is recyclability.
3, the fire protecting performance of the present invention is good；Steel pipe Fire Resistance of Reinforced Concrete Columns is much better than common steel construction, for people
Member's escape in a fire provides good condition.
4, in the present invention, most constructions can be completed by method for prefabricating, the reduction of erection time, improves construction quality.
5, present invention green, energy-conserving and environment-protective；Steel in the present invention can repeat recycling, and flyash concrete is conducive to
The secondary of flyash utilizes.
Structure in the present invention uses the steel plate shear force wall of out of plane constraint to be first anti-vibration defense lines, has light weight, by force
Degree is big, the advantage that energy dissipation capacity is strong, and is easily repaired and changes after destroying, and fire prevention, soundproof effect are good.
Accompanying drawing explanation
The present invention will be further described in detail below in conjunction with the accompanying drawings.
Fig. 1 is the schematic top plan view of structural system in the present invention.
Fig. 2 is that in the present invention, structural column is that a kind of of steel core concrete column implements illustration.
Fig. 3 is that in the present invention, structural column is that a kind of of steel pipe reinforced column implements illustration.
Fig. 4 is the schematic diagram that in the present invention, variation rigidity hybrid combination beam is connected with structural column.
1-1 cross-sectional view when Fig. 5 is not set reinforced concrete floor in Fig. 4 outside structural beams.
1-1 cross-sectional view when Fig. 6 is that in Fig. 4, structural beams is externally provided with reinforced concrete floor.
Fig. 7 is the 2-2 cross-sectional view of structural beams in Fig. 4.
Fig. 8 is the schematic diagram that in the present invention, in embodiment 1, shear wall is connected with structural framing.
Fig. 9 is the front schematic view of shear wall in embodiment 1 in the present invention.
Figure 10 is the schematic diagram of embodiment 1 light plate wall core in the present invention.
Figure 11 is the side schematic view of shear wall in embodiment 1 in the present invention.
Figure 12 is the front schematic view of shear wall in embodiment 2 in the present invention.
Figure 13 is the front schematic view of shear wall in embodiment 3 in the present invention.
Figure 14 is the structural representation that in the present invention, structural column is connected with basis.
Figure 15 is the structural representation that in the present invention, shear wall is connected with structural beams.
Figure 16 is the structural representation that in the present invention, structure is connected with floor.
Reference: 1-structural column, 11-outsourcing steel cylinder, 12-core steel reinforcement cage, 13-post concrete, the prefabricated change of 2-
Rigidity hybrid combination beam, 21-steel skeleton, 22-reinforced concrete block, 23-concrete cover, 24-armored concrete
Layer, 3-precast shear wall, 31-steel plate wall core, 32-out of plane constraint reinforced concrete wall panel, 33-transposition bracket bar band plate,
34-bar frame, 35-cross wise reinforcement mesh sheet, 36-R.C. wall board, 4-floor, 5-the first through hole, 6-the second through hole,
7-connecting plate one, 8-connecting plate two, 9-connecting bolt, 14-basis, 15-connect reinforcing bar, 16-shearing resistance bolt.
Detailed description of the invention
Embodiment 1:
This hybrid industrialized building structural system, connects the knot of composition including structural column 1, structural beams, shear wall and floor 4
Structure system, described structural column 1 is steel column or steel core concrete column or steel pipe reinforced column；In described structural beams at least
Have a piece of for prefabricated variation rigidity hybrid combination beam 2；In described shear wall the most a piece of for precast shear wall 3；Described prefabricated
In the frame structure that shear wall 3 is connected to structural column 1 and prefabricated variation rigidity hybrid combination beam 2 encloses；Described prefabricated change
Rigidity hybrid combination beam 2 includes steel skeleton 21 and is arranged on the reinforced concrete block 22 of steel skeleton 21 web both sides；Described
The web that steel skeleton includes at upper and lower flange plate and close flange plate medium position, is connected between upper and lower flange plate；Institute
State reinforced concrete block 22 to be positioned in the framework that the web of steel skeleton 21 and upper and lower flange plate are constituted, reinforced concrete block 22 with
Gap and the outside of reinforced concrete block 22 between steel skeleton 21 have poured concrete cover 23；Described steel skeleton 21
End is beyond the end of reinforced concrete block 22 and fixing with structural column 1 is connected.
In the present embodiment, described hybrid industrialized building structural system also includes the outside along concrete cover 23
The reinforced concrete floor 24 poured bottom face and steel skeleton 21 lower flange.
In the present embodiment, described prefabricated variation rigidity hybrid combination beam 2 passes through connector with in-situ reinforced concrete slab
Collectively form the hybrid contignation of variation rigidity.
In the present embodiment, described web has one piece or one group, and one of which web is parallel to each other, is spaced setting.
In the present embodiment, between described top flange plate, bottom wing listrium, be parallel to upper and lower flange plate be additionally provided with one layer or
Multilamellar median septum；Septum plate is fixing with web to be connected.
In the present embodiment, this precast shear wall 3 includes steel plate wall core 31 and the out of plane constraint of steel plate wall core 31 both sides
Reinforced concrete wall panel 32；Four limits of described steel plate wall core 31 are beyond the surrounding side of precast shear wall 3；Described steel plate wall core 31
On have the first through hole 5 and the second through hole 6；Described steel plate wall core 31 by the connection reinforcing bar 15 being through in the first through hole 5, be through
Shearing resistance bolt 16 in second through hole 6 is connected with out of plane constraint reinforced concrete wall panel 32.
In the present embodiment, the inner side of described frame structure is provided with connecting plate 1；Described connecting plate 1 and precast shear wall 3
Steel plate wall core 31 beyond part overlapping welding and/or bolted by connecting bolt 9, or one end of connecting plate 1 is connected to
The inner side of frame structure, the other end is connected on precast shear wall 3 by connecting bolt 9.
In the present embodiment, described floor 4 is prefabricated reinforced concrete floor or Truss Deck Concrete Slab or pressure
Shape steel plate in-situ reinforced concrete slab or the in-situ reinforced concrete slab of on-the-spot formwork or prefabricated with cast-in-place combination
Laminated floor slab；The concrete of described floor 4 is normal concrete or regeneration concrete or flyash concrete or slag
Concrete or the concrete of additive.
In the present embodiment, described one hybrid industrialized building structural system, also include that basis 14, described basic 14 is
Reinforced concrete foundation or reinforced concrete foundation are isolated footing or raft foundation or beam foundation or box base
Plinth.
In the present embodiment, described structural column 1 is steel pipe reinforced column or steel core concrete column；Described steel pipe reinforcing bar
Reinforcing bar in concrete column is for overlap joint or welding or is mechanically connected；Concrete in described structural column 1 is normal concrete
Or regeneration concrete or flyash concrete, slag concrete.
The construction method of the hybrid industrialized building structural system that this shear wall is constituted, comprises the following steps that
Step one, the outsourcing steel cylinder 11 of precast construction post 1, prefabricated variation rigidity hybrid combination beam 2, precast shear wall in factory
3；Size design according to steel skeleton 21 needs longitudinal reinforcement and the transverse steel made, and then reinforcing bar is placed in steel skeleton
Between 21 web both sides, upper lower flange, at reinforcing bar lateral branch template, casting concrete, forming reinforced concrete block 22, maintenance is extremely
Predetermined strength；Wherein the two ends of steel skeleton 21 are exposed, and steel skeleton 21 and reinforced concrete block 22 form prefabricated variation rigidity combination beam.
At structural column 1, prefabricated variation rigidity hybrid combination beam 2 corresponding position fixed connecting plate 1.
Step 2, construction basis 4.
Step 3, the initial layers standard knot of the outsourcing steel cylinder 11 of constructing structure post 1 and structural beams；Rising outsourcing steel cylinder 11
Beginning layer standard knot and structural beams connect.
Step 4, the preprocessing part of floor 4 is installed in lifting.
Step 5, pours post concrete 13 in Covered with Angles cylinder 11 and forms steel core concrete column.
Step 6, repeats step 3 and constructs to top layer to step 5, and the frame structure of total system completes.
Step 7, lateral resistant member of successively constructing；Being connected fixing to lateral resistant member and frame structure, structural system is constructed
Complete.
In the present embodiment, the shear wall in described hybrid industrialized building structural system be not all precast shear wall 3 or
When structural beams is not all prefabricated variation rigidity hybrid combination beam 2, the step of step 3 is the outsourcing steel cylinder 11 of constructing structure post 1
Initial layers standard knot, prefabricated variation rigidity hybrid combination beam 2 and cast-in-place shear wall, common beam；Initial layers by outsourcing steel cylinder 11
Standard knot and prefabricated variation rigidity hybrid combination beam 2 connect.
In the present embodiment, when described structural column 1 is concrete-steel pipe concrete, it is additionally included between step 4 and step 5
The core steel reinforcement cage 12 of construction steel pipe reinforced column in outsourcing steel cylinder 11.
In the present embodiment, when described floor 4 is profiled sheet in-situ reinforced concrete slab, step 4 only lifts installation
Floor profiled sheet, treats that step 5 completes after-pouring floorslab concrete.
Embodiment 2:
This hybrid industrialized building structural system, connects the knot of composition including structural column 1, structural beams, shear wall and floor 4
Structure system, described structural column 1 is steel column or steel core concrete column or steel pipe reinforced column；In described structural beams at least
Have a piece of for prefabricated variation rigidity hybrid combination beam 2；In described shear wall the most a piece of for precast shear wall 3；Described prefabricated
In the frame structure that shear wall 3 is connected to structural column 1 and prefabricated variation rigidity hybrid combination beam 2 encloses；Described prefabricated change
Rigidity hybrid combination beam 2 includes steel skeleton 21 and is arranged on the reinforced concrete block 22 of steel skeleton 21 web both sides；Described
The web that steel skeleton includes at upper and lower flange plate and close flange plate medium position, is connected between upper and lower flange plate；Institute
State reinforced concrete block 22 to be positioned in the framework that the web of steel skeleton 21 and upper and lower flange plate are constituted, reinforced concrete block 22 with
Gap and the outside of reinforced concrete block 22 between steel skeleton 21 have poured concrete cover 23；Described steel skeleton 21
End is beyond the end of reinforced concrete block 22 and fixing with structural column 1 is connected.
In the present embodiment, described hybrid industrialized building structural system also includes the outside along concrete cover 23
The reinforced concrete floor 24 poured bottom face and steel skeleton 21 lower flange.
In the present embodiment, described prefabricated variation rigidity hybrid combination beam 2 passes through connector with in-situ reinforced concrete slab
Collectively form the hybrid contignation of variation rigidity.
In the present embodiment, described web has one piece or one group, and one of which web is parallel to each other, is spaced setting.
In the present embodiment, between described top flange plate, bottom wing listrium, be parallel to upper and lower flange plate be additionally provided with one layer or
Multilamellar median septum；Septum plate is fixing with web to be connected.
In the present embodiment, this precast shear wall 3 includes transposition bracket bar band plate 33, is arranged in transposition bracket bar band plate
Bar frame 34 around 33 and be cast in the R.C. wall board 36 outside bar frame 34；The end of transposition bracket bar band plate 33
Four corners of head all precast shear walls 3, are connected with frame structure.
In the present embodiment, the termination that described transposition bracket bar band plate 33 stretches out precast shear wall 3 is fixing with frame structure even
Connect；
The inner side of described frame structure is provided with connecting plate 1；Described precast shear wall 3 surrounding side, it is perpendicular to side surface direction also
It is provided with connecting plate 28；Described connecting plate 1 is welded with connecting plate 28 overlapping and/or is bolted by connecting bolt 9, or connects
One end of plate 1 is connected to the inner side of frame structure, and the other end is connected to the upper of precast shear wall 3 by connecting bolt 9.
In the present embodiment, described floor 4 is prefabricated reinforced concrete floor or Truss Deck Concrete Slab or pressure
Shape steel plate in-situ reinforced concrete slab or the in-situ reinforced concrete slab of on-the-spot formwork or prefabricated with cast-in-place combination
Laminated floor slab；The concrete of described floor 4 is normal concrete or regeneration concrete or flyash concrete or slag
Concrete or the concrete of additive.
In the present embodiment, described one hybrid industrialized building structural system, also include that basis 14, described basic 14 is
Reinforced concrete foundation or reinforced concrete foundation are isolated footing or raft foundation or beam foundation or box base
Plinth.
In the present embodiment, described structural column 1 is steel pipe reinforced column or steel core concrete column；Described steel pipe reinforcing bar
Reinforcing bar in concrete column is for overlap joint or welding or is mechanically connected；Concrete in described structural column 1 is normal concrete
Or regeneration concrete or flyash concrete, slag concrete.
17, the construction party of a kind of hybrid industrialized building structural system being made up of shear wall described in claim 8
Method, it is characterised in that comprise the following steps that
Step one, the outsourcing steel cylinder 11 of precast construction post 1, prefabricated variation rigidity hybrid combination beam 2, precast shear wall in factory
3；Size design according to steel skeleton 21 needs longitudinal reinforcement and the transverse steel made, and then reinforcing bar is placed in steel skeleton
Between 21 web both sides, upper lower flange, at reinforcing bar lateral branch template, casting concrete, forming reinforced concrete block 22, maintenance is extremely
Predetermined strength；Wherein the two ends of steel skeleton 21 are exposed, and it is hybrid that steel skeleton 21 and reinforced concrete block 22 form prefabricated variation rigidity
Combination beam 2；Diagonal along precast shear wall 3 arranges transposition bracket bar band plate 33, at transposition bracket bar band plate 33 both sides cloth
Putting bar frame 34, then pouring R.C. wall board 36 outside bar frame 34, maintenance, to predetermined strength, forms prefabricated cutting
Power wall 3, and ensure that the end of transposition bracket bar band plate 33 is positioned at outside precast concrete precast shear wall 3；
At structural column 1, prefabricated variation rigidity hybrid combination beam 2 corresponding position fixed connecting plate 1；
Step 2, construction basis 14；
Step 3, the standard knot of the initial layers of the outsourcing steel cylinder 11 of constructing structure post 1 and prefabricated variation rigidity hybrid combination beam 2；
Initial layers standard knot and the prefabricated variation rigidity hybrid combination beam 2 of outsourcing steel cylinder 11 are connected；
Step 4, the preprocessing part of floor 4 is installed in lifting；
Step 5, pours post concrete 13 in Covered with Angles cylinder 11 and forms steel core concrete column；
Step 6, repeats step 3 and constructs to top layer to step 5, and the frame structure of total system completes；
Step 7, successively construction precast shear wall 3；Being connected fixing to precast shear wall 3 and frame structure, structural system has been constructed
Finish.
In the present embodiment, the shear wall in described hybrid industrialized building structural system be not all precast shear wall 3 or
When structural beams is not all prefabricated variation rigidity hybrid combination beam 2, the step of step 3 is the outsourcing steel cylinder 11 of constructing structure post 1
Initial layers standard knot, prefabricated variation rigidity hybrid combination beam 2 and cast-in-place shear wall, common beam；Initial layers by outsourcing steel cylinder 11
Standard knot and prefabricated variation rigidity hybrid combination beam 2 connect.
In the present embodiment, when described structural column 1 is concrete-steel pipe concrete, it is additionally included between step 4 and step 5
The core steel reinforcement cage 12 of construction steel pipe reinforced column in outsourcing steel cylinder 11.
In the present embodiment, when described floor 4 is profiled sheet in-situ reinforced concrete slab, step 4 only lifts installation
Floor profiled sheet, treats that step 5 completes after-pouring floorslab concrete.
Embodiment 3:
This hybrid industrialized building structural system, connects the knot of composition including structural column 1, structural beams, shear wall and floor 4
Structure system, described structural column 1 is steel column or steel core concrete column or steel pipe reinforced column；In described structural beams at least
Have a piece of for prefabricated variation rigidity hybrid combination beam 2；In described shear wall the most a piece of for precast shear wall 3；Described prefabricated
In the frame structure that shear wall 3 is connected to structural column 1 and prefabricated variation rigidity hybrid combination beam 2 encloses；Described prefabricated change
Rigidity hybrid combination beam 2 includes steel skeleton 21 and is arranged on the reinforced concrete block 22 of steel skeleton 21 web both sides；Described
The web that steel skeleton includes at upper and lower flange plate and close flange plate medium position, is connected between upper and lower flange plate；Institute
State reinforced concrete block 22 to be positioned in the framework that the web of steel skeleton 21 and upper and lower flange plate are constituted, reinforced concrete block 22 with
Gap and the outside of reinforced concrete block 22 between steel skeleton 21 have poured concrete cover 23；Described steel skeleton 21
End is beyond the end of reinforced concrete block 22 and fixing with structural column 1 is connected.
In the present embodiment, described hybrid industrialized building structural system also includes the outside along concrete cover 23
The reinforced concrete floor 24 poured bottom face and steel skeleton 21 lower flange.
In the present embodiment, described prefabricated variation rigidity hybrid combination beam 2 passes through connector with in-situ reinforced concrete slab
Collectively form the hybrid contignation of variation rigidity.
In the present embodiment, described web has one piece or one group, and one of which web is parallel to each other, is spaced setting.
In the present embodiment, between described top flange plate, bottom wing listrium, be parallel to upper and lower flange plate be additionally provided with one layer or
Multilamellar median septum；Septum plate is fixing with web to be connected.
In the present embodiment, this precast shear wall, it is characterised in that: described precast shear wall 3 includes cross wise reinforcement net
Sheet 35, it is arranged in the bar frame 34 of cross wise reinforcement mesh sheet 35 both sides and is cast in the R.C. wall board outside bar frame 34
36。
In the present embodiment, the inner side of described frame structure is provided with connecting plate 1；The surrounding side of described precast shear wall 3,
It is perpendicular to side surface direction and is additionally provided with connecting plate 28；Described connecting plate 1 welds and/or by being connected spiral shell with connecting plate 28 overlapping
Bolt 9 bolts, or one end of connecting plate 1 is connected to the inner side of frame structure, and the other end is direct and framework by connecting bolt 9
Structure connects as one.
In the present embodiment, described floor 4 is prefabricated reinforced concrete floor or Truss Deck Concrete Slab or pressure
Shape steel plate in-situ reinforced concrete slab；The concrete of described floor 4 is normal concrete or regeneration concrete or high powder
Coal ash concrete.
In the present embodiment, also including basis, described basic 14 for reinforced concrete foundation or reinforced concrete foundation are
Isolated footing or raft foundation or beam foundation or box foundation.
In the present embodiment, described structural column 1 is steel pipe reinforced column or steel core concrete column；Described steel pipe reinforcing bar
Reinforcing bar in concrete column is for overlap joint or welding or is mechanically connected；Concrete in described structural column 1 is normal concrete
Or regeneration concrete or high fly-ash concrete.
The construction method of the hybrid industrialized building structural system that this shear wall is constituted, comprises the following steps that
Step one, the outsourcing steel cylinder 11 of precast construction post 1, prefabricated variation rigidity hybrid combination beam 2, precast shear wall in factory
3；Size design according to steel skeleton 21 needs longitudinal reinforcement and the transverse steel made, and then reinforcing bar is placed in steel skeleton
Between 21 web both sides, upper lower flange, at reinforcing bar lateral branch template, casting concrete, forming reinforced concrete block 22, maintenance is extremely
Predetermined strength；Wherein the two ends of steel skeleton 21 are exposed, and steel skeleton 21 and reinforced concrete block 22 form prefabricated variation rigidity combination beam.
Described precast shear wall 3 includes cross wise reinforcement mesh sheet 35, is arranged in the bar-mat reinforcement of cross wise reinforcement mesh sheet 35 both sides
Frame 34 and the R.C. wall board 36 being cast in outside bar frame 34.
Diagonal along precast shear wall 3 arranges cross wise reinforcement mesh sheet 35, arranges steel in cross wise reinforcement mesh sheet 35 both sides
Muscle rack 34, is then pouring R.C. wall board 36 outside bar frame 34, and maintenance to predetermined strength forms precast shear wall
3；At structural column 1, prefabricated variation rigidity hybrid combination beam 2 corresponding position fixed connecting plate 1.
Step 2, construction basis 14.
Step 3, the initial layers standard knot of the outsourcing steel cylinder 11 of constructing structure post 1 and prefabricated variation rigidity hybrid combination beam
2；Initial layers standard knot and the prefabricated variation rigidity hybrid combination beam 2 of outsourcing steel cylinder 11 are connected.
Step 4, the preprocessing part of floor 4 is installed in lifting.
Step 5, pours post concrete 13 in Covered with Angles cylinder 11 and forms steel core concrete column.
Step 6, repeats step 3 and constructs to top layer to step 5, and the frame structure of total system completes.
Step 7, successively construction precast shear wall 3；Being connected fixing to precast shear wall 3 and frame structure, structural system is executed
Work is complete.
In the present embodiment, the shear wall in described hybrid industrialized building structural system be not all precast shear wall 3 or
When structural beams is not all prefabricated variation rigidity hybrid combination beam 2, the step of step 3 is the outsourcing steel cylinder 11 of constructing structure post 1
Initial layers standard knot, prefabricated variation rigidity hybrid combination beam 2 and cast-in-place shear wall, common beam；Initial layers by outsourcing steel cylinder 11
Standard knot and prefabricated variation rigidity hybrid combination beam 2 connect.
In the present embodiment, when described structural column 1 is concrete-steel pipe concrete, it is additionally included between step 4 and step 5
The core steel reinforcement cage 12 of construction steel pipe reinforced column in outsourcing steel cylinder 11.
In the present embodiment, when described floor 4 is profiled sheet in-situ reinforced concrete slab, step 4 only lifts installation
Floor profiled sheet, treats that step 5 completes after-pouring floorslab concrete.Embodiment 4:
This hybrid industrialized building structural system, including basis 14, structural column 1, structural beams, lateral resistant member and floor 4
Connect the structural system of composition；In described structural beams the most a piece of for prefabricated variation rigidity hybrid combination beam 2.
In described lateral resistant member, at least a preprocessing supports；Described preprocessing be supported for anti-buckling constraint support,
Bracing members, prefabricated reinforcing bar reinforced concrete support, prefabricated reinforced concrete support；Described prefabricated variation rigidity hybrid combination beam 2
Include steel skeleton 21 and be arranged on the reinforced concrete block 22 of steel skeleton 21 web both sides；Described reinforced concrete block 22 is positioned at
In the framework that the web of steel skeleton 21 and upper and lower flange plate are constituted；Described steel skeleton 21 two ends are beyond reinforced concrete block 22
Two ends, and be connected beyond part is fixing with structural column 1, form frame structure；Described preprocessing support is fixed with frame structure
Connect.
The construction method of this hybrid industrialized building structural system, comprises the following steps that
Step one, the outsourcing steel cylinder 11 of precast construction post 1, prefabricated variation rigidity hybrid combination beam 2, precast shear wall in factory
3；Size design according to steel skeleton 21 needs longitudinal reinforcement and the transverse steel made, and then reinforcing bar is placed in steel skeleton
Between 21 web both sides, upper lower flange, at reinforcing bar lateral branch template, casting concrete, forming reinforced concrete block 22, maintenance is extremely
Predetermined strength；Wherein the two ends of steel skeleton 21 are exposed, and steel skeleton 21 and reinforced concrete block 22 form prefabricated variation rigidity combination beam.
At structural column 1, prefabricated variation rigidity hybrid combination beam 2 corresponding position fixed connecting plate 1.
Step 2, construction basis 14.
Step 3, the initial layers standard knot of the outsourcing steel cylinder 11 of constructing structure post 1 and structural beams；Rising outsourcing steel cylinder 11
Beginning layer standard knot and structural beams connect.
Step 4, the preprocessing part of floor 4 is installed in lifting；
Step 5, pours post concrete 13 in Covered with Angles cylinder 11 and forms steel core concrete column.
Step 6, repeats step 3 and constructs to top layer to step 5, and the frame structure of total system completes.
Step 7, lateral resistant member of successively constructing；Being connected fixing to lateral resistant member and frame structure, structural system is constructed
Complete.
In the present embodiment, when described structural column 1 is concrete-steel pipe concrete, it is additionally included between step 4 and step 5
The core steel reinforcement cage 12 of construction steel pipe reinforced column in outsourcing steel cylinder 11.
In the present embodiment, when described floor 4 is profiled sheet in-situ reinforced concrete slab, step 4 only lifts installation
Floor profiled sheet, treats that step 5 completes after-pouring floorslab concrete.
Claims (24)
1. a hybrid industrialized building structural system, including structural column (1), structural beams, shear wall and floor (4) connection group
The structural system become, it is characterised in that:
Described structural column (1) is steel column or steel core concrete column or steel pipe reinforced column；
In described structural beams the most a piece of for prefabricated variation rigidity hybrid combination beam (2)；
In described shear wall the most a piece of for precast shear wall (3)；
The frame that described precast shear wall (3) is connected to structural column (1) and prefabricated variation rigidity hybrid combination beam (2) encloses
In shelf structure；
Described prefabricated variation rigidity hybrid combination beam (2) includes steel skeleton (21) and is arranged on steel skeleton (21) web both sides
Reinforced concrete block (22)；
Described steel skeleton includes at upper and lower flange plate and close flange plate medium position, is connected between upper and lower flange plate
Web；
Described reinforced concrete block (22) is positioned in the web of steel skeleton (21) and the framework of upper and lower flange plate composition, and reinforcing bar mixes
The outside coagulating the gap between soil block (22) and steel skeleton (21) and reinforced concrete block (22) has poured concrete cover
(23)；The end of described steel skeleton (21) is beyond the end of reinforced concrete block (22) and fixing with structural column (1) is connected.
A kind of hybrid industrialized building structural system, it is characterised in that: also include along coagulation
The reinforced concrete floor (24) poured bottom the lateral surface of protective soil layer (23) and steel skeleton (21) lower flange.
A kind of hybrid industrialized building structural system, it is characterised in that: described prefabricated variation rigidity
Hybrid combination beam (2) and in-situ reinforced concrete slab collectively form the hybrid contignation of variation rigidity by connector.
A kind of hybrid industrialized building structural system, it is characterised in that: described web has one piece
Or one group, one of which web is parallel to each other, is spaced setting.
A kind of hybrid industrialized building structural system, it is characterised in that: described top flange plate,
Between bottom wing listrium, it is parallel to upper and lower flange plate and is additionally provided with one layer or multilamellar median septum；Septum plate is fixed with web
Connect.
6. apply to the precast shear wall in hybrid industrialized building structural system described in claim 1 or 2, its feature
It is: described precast shear wall (3) includes steel plate wall core (31) and the out of plane constraint reinforced concrete of steel plate wall core (31) both sides
Cob wall plate (32)；Four limits of described steel plate wall core (31) are beyond the surrounding side of precast shear wall (3)；Described steel plate wall core (31)
On have the first through hole (5) and the second through hole (6)；Described steel plate wall core (31) is by being through the connection steel in the first through hole (5)
Muscle (15), the shearing resistance bolt (16) being through in the second through hole (6) are connected with out of plane constraint reinforced concrete wall panel (32).
Precast shear wall the most according to claim 6, it is characterised in that: it is provided with connecting plate one in the inner side of frame structure
(7)；Described connecting plate one (7) and/or passes through to be connected beyond part overlapping welding with the steel plate wall core (31) of precast shear wall (3)
Bolt (9) bolts, or one end of connecting plate one (7) is connected to the inner side of frame structure, and the other end is by connecting bolt (9) even
It is connected on the upper of precast shear wall (3).
8. apply to the precast shear wall in hybrid industrialized building structural system described in claim 1 or 2, its feature
It is: described precast shear wall (3) includes transposition bracket bar band plate (33), is arranged in around transposition bracket bar band plate (33)
Bar frame (34) and be cast in the R.C. wall board (36) that bar frame (34) is outside；The end of transposition bracket bar band plate (33)
Four corners of head all precast shear walls (3), are connected with frame structure.
Precast shear wall the most according to claim 8, it is characterised in that: described transposition bracket bar band plate (33) is stretched out prefabricated
The termination of shear wall (3) is fixing with frame structure to be connected；
Connecting plate one (7) it is provided with in the inner side of frame structure；Described precast shear wall (3) surrounding side, it is perpendicular to side surface direction
It is additionally provided with connecting plate two (8)；Described connecting plate one (7) welds and/or by connecting bolt (9) bolt with connecting plate two (8) overlapping
Connecing, or one end of connecting plate one (7) is connected to the inner side of frame structure, the other end is connected to prefabricated by connecting bolt (9)
Shear wall (3) upper.
10. applying to the precast shear wall in hybrid industrialized building structural system described in claim 1 or 2, it is special
Levy and be: described precast shear wall (3) includes cross wise reinforcement mesh sheet (35), is arranged in the steel of cross wise reinforcement mesh sheet (35) both sides
Muscle rack (34) and be cast in bar frame (34) R.C. wall board (36) outward.
11. precast shear walls according to claim 10, it is characterised in that: it is provided with connecting plate one in the inner side of frame structure
(7)；The surrounding side of described precast shear wall (3), it is perpendicular to side surface direction and is additionally provided with connecting plate two (8)；Described connecting plate one
(7) weld with connecting plate two (8) overlapping and/or bolted by connecting bolt (9), or one end of connecting plate one (7) is connected to
The inner side of frame structure, the other end is directly connected as one with frame structure by connecting bolt (9).
12. according to hybrid industrialized building structural system a kind of described in any one in claim 1-5, it is characterised in that:
Described floor (4) is prefabricated reinforced concrete floor or Truss Deck Concrete Slab or profiled sheet cast in place reinforced bar coagulation
Tulou plate or the in-situ reinforced concrete slab of on-the-spot formwork or prefabricated with cast-in-place combination laminated floor slab；Described floor
(4) concrete is normal concrete or regeneration concrete or flyash concrete or slag concrete or additive
Concrete.
13. according to hybrid industrialized building structural system a kind of described in any one in claim 1-5, it is characterised in that:
Also include that basis (14), described basis (14) are reinforced concrete foundation or reinforced concrete foundation is isolated footing or raft
Plate base or beam foundation or box foundation.
14. according to hybrid industrialized building structural system a kind of described in any one in claim 1-5, it is characterised in that:
Described structural column (1) is steel pipe reinforced column or steel core concrete column；Reinforcing bar in described steel pipe reinforced column
For overlapping or weld or being mechanically connected；Concrete in described structural column (1) is normal concrete or regeneration concrete
Or flyash concrete, slag concrete.
15. 1 kinds of hybrid industrialized building structural systems, including basis (14), structural column (1), structural beams, lateral resistant member
With the structural system that floor (4) connects composition；It is characterized in that:
In described structural beams the most a piece of for prefabricated variation rigidity hybrid combination beam (2)；
In described lateral resistant member, at least a preprocessing supports；Described preprocessing is supported for anti-buckling constraint support, steel props up
Support, prefabricated reinforcing bar reinforced concrete support, prefabricated reinforced concrete support；Described prefabricated variation rigidity hybrid combination beam (2) is wrapped
Include steel skeleton (21) and be arranged on the reinforced concrete block (22) of steel skeleton (21) web both sides；Described reinforced concrete block
(22) it is positioned in the web of steel skeleton (21) and the framework of upper and lower flange plate composition；The two ends of described steel skeleton (21) exceed steel
The two ends of reinforced concrete block (22), and be connected beyond part and structural column (1) are fixing, form frame structure；Described preprocessing
Support be connected fixing with frame structure.
The construction party of 16. 1 kinds of hybrid industrialized building structural systems being made up of precast shear wall described in claim 6
Method, it is characterised in that comprise the following steps that
Step one, the outsourcing steel cylinder (11) of precast construction post (1), prefabricated variation rigidity hybrid combination beam (2), prefabricated in factory
Shear wall (3)；
Size design according to steel skeleton (21) needs longitudinal reinforcement and the transverse steel made, and then reinforcing bar is placed in steel
Between skeleton (21) web both sides, upper lower flange, at reinforcing bar lateral branch template, casting concrete, form reinforced concrete block
(22), maintenance is to predetermined strength；Wherein the two ends of steel skeleton (21) are exposed, and steel skeleton (21) is formed with reinforced concrete block (22)
Prefabricated variation rigidity hybrid combination beam (2)；
Steel plate wall core (31) is opened the first through hole (5) and the second through hole (6), in the first through hole (5), wears connection reinforcing bar,
Two through holes (6) are worn shearing resistance bolt (16), outside the two ends of connection reinforcing bar and shearing resistance bolt (16) are all beyond steel plate wall core (31) face；At steel
Board wall core (31) both sides assembling reinforcement, at reinforcing bar both sides formwork, casting concrete forms out of plane constraint reinforced concrete wall panel
(32), make four limits of steel plate wall core (31) beyond out of plane constraint reinforced concrete wall panel (32) surrounding side；Maintenance is to predetermined strong
Degree, steel plate wall core (31) forms precast shear wall (3) with the out of plane constraint reinforced concrete wall panel (32) of both sides；
At structural column (1), prefabricated variation rigidity hybrid combination beam (2) corresponding position fixed connecting plate one (7)；
Step 2, construction basis (14)；
Step 3, the initial layers standard knot of the outsourcing steel cylinder (11) of constructing structure post (1) and prefabricated variation rigidity hybrid combination beam
(2)；Initial layers standard knot and prefabricated variation rigidity hybrid combination beam (2) of outsourcing steel cylinder (11) are connected；
Step 4, the preprocessing part of floor (4) is installed in lifting；
Step 5, pours post concrete (13) in Covered with Angles cylinder (11) and forms steel core concrete column；
Step 6, repeats step 3-step 5 and constructs to top layer, and the frame structure of total system completes；
Step 7, precast shear wall (3) of successively constructing；Being connected fixing to precast shear wall (3) and frame structure, structural system is executed
Work is complete.
The construction method of 17. 1 kinds of hybrid industrialized building structural systems being made up of shear wall described in claim 8, its
It is characterised by, comprises the following steps that
Step one, the outsourcing steel cylinder (11) of precast construction post (1), prefabricated variation rigidity hybrid combination beam (2), prefabricated in factory
Shear wall (3)；Size design according to steel skeleton (21) needs longitudinal reinforcement and the transverse steel made, then by reinforcing bar
It is placed between steel skeleton (21) web both sides, upper lower flange, at reinforcing bar lateral branch template, casting concrete, forms reinforced concrete
Soil block (22), maintenance is to predetermined strength；Wherein the two ends of steel skeleton (21) are exposed, steel skeleton (21) and reinforced concrete block (22)
Form prefabricated variation rigidity hybrid combination beam (2)；Diagonal along precast shear wall (3) arranges transposition bracket bar band plate
(33), arrange bar frame (34) in transposition bracket bar band plate (33) both sides, then bar frame (34) outside water walling
Board concrete (36), maintenance to predetermined strength, form precast shear wall (3), and ensure the end of transposition bracket bar band plate (33)
It is positioned at precast concrete precast shear wall (3) outward；
At structural column (1), prefabricated variation rigidity hybrid combination beam (2) corresponding position fixed connecting plate one (7)；
Step 2, construction basis (14)；
Step 3, the standard knot of the initial layers of the outsourcing steel cylinder (11) of constructing structure post (1) and prefabricated variation rigidity hybrid combination
Beam (2)；Initial layers standard knot and prefabricated variation rigidity hybrid combination beam (2) of outsourcing steel cylinder (11) are connected；
Step 4, the preprocessing part of floor (4) is installed in lifting；
Step 5, pours post concrete (13) in Covered with Angles cylinder (11) and forms steel core concrete column；
Step 6, repeats step 3 and constructs to top layer to step 5, and the frame structure of total system completes；
Step 7, precast shear wall (3) of successively constructing；Being connected fixing to precast shear wall (3) and frame structure, structural system is executed
Work is complete.
The construction method of 18. 1 kinds of hybrid industrialized building structural systems being made up of shear wall described in claim 10,
It is characterized in that, comprise the following steps that
Step one, the outsourcing steel cylinder (11) of precast construction post (1), prefabricated variation rigidity hybrid combination beam (2), prefabricated in factory
Shear wall (3)；Size design according to steel skeleton (21) needs longitudinal reinforcement and the transverse steel made, then by reinforcing bar
It is placed between steel skeleton (21) web both sides, upper lower flange, at reinforcing bar lateral branch template, casting concrete, forms reinforced concrete
Soil block (22), maintenance is to predetermined strength；Wherein the two ends of steel skeleton (21) are exposed, steel skeleton (21) and reinforced concrete block (22)
Form prefabricated variation rigidity combination beam；
Described precast shear wall (3) includes cross wise reinforcement mesh sheet (35), is arranged in the reinforcing bar of cross wise reinforcement mesh sheet (35) both sides
Rack (34) and be cast in bar frame (34) R.C. wall board (36) outward；
Diagonal along precast shear wall (3) arranges cross wise reinforcement mesh sheet (35), arranges in cross wise reinforcement mesh sheet (35) both sides
Bar frame (34), then bar frame (34) outside pour R.C. wall board (36), maintenance to predetermined strength, formed pre-
Shear wall processed (3)；At structural column (1), prefabricated variation rigidity hybrid combination beam (2) corresponding position fixed connecting plate one (7)；
Step 2, construction basis (14)；
Step 3, the initial layers standard knot of the outsourcing steel cylinder (11) of constructing structure post (1) and prefabricated variation rigidity hybrid combination beam
(2)；Initial layers standard knot and prefabricated variation rigidity hybrid combination beam (2) of outsourcing steel cylinder (11) are connected；
Step 4, the preprocessing part of floor (4) is installed in lifting；
Step 5, pours post concrete (13) in Covered with Angles cylinder (11) and forms steel core concrete column；
Step 6, repeats step 3 and constructs to top layer to step 5, and the frame structure of total system completes；
Step 7, precast shear wall (3) of successively constructing；Being connected fixing to precast shear wall (3) and frame structure, structural system is executed
Work is complete.
19. according to the construction party of a kind of hybrid industrialized building structural system described in any one in claim 16-18
Method, it is characterised in that: the shear wall in described hybrid industrialized building structural system is not all precast shear wall (3) or structure
When beam is not all prefabricated variation rigidity hybrid combination beam (2),
The step of step 3 is that the initial layers standard knot of outsourcing steel cylinder (11) of constructing structure post (1), prefabricated variation rigidity are hybrid
Combination beam (2) and cast-in-place shear wall, common beam；By initial layers standard knot and the prefabricated variation rigidity hybridized group of outsourcing steel cylinder (11)
Close beam (2) to connect.
20. according to the construction party of a kind of hybrid industrialized building structural system described in any one in claim 16-18
Method, it is characterised in that: when described structural column (1) is concrete-steel pipe concrete, outside being additionally included between step 4 and step 5
The core steel reinforcement cage (12) of construction steel pipe reinforced column in Baogang's cylinder (11).
21. according to the construction party of a kind of hybrid industrialized building structural system described in any one in claim 16-18
Method, it is characterised in that: when described floor (4) is profiled sheet in-situ reinforced concrete slab, in step 4, only building is installed in lifting
Plate die moulded steel plate, treats that step 5 completes after-pouring floorslab concrete.
22. 1 kinds by the construction method of industrialized building structural system hybrid described in claim 15, it is characterised in that bag
Include step as follows:
Step one, the outsourcing steel cylinder (11) of precast construction post (1), prefabricated variation rigidity hybrid combination beam (2), prefabricated in factory
Shear wall (3)；Size design according to steel skeleton (21) needs longitudinal reinforcement and the transverse steel made, then by reinforcing bar
It is placed between steel skeleton (21) web both sides, upper lower flange, at reinforcing bar lateral branch template, casting concrete, forms reinforced concrete
Soil block (22), maintenance is to predetermined strength；Wherein the two ends of steel skeleton (21) are exposed, steel skeleton (21) and reinforced concrete block (22)
Form prefabricated variation rigidity combination beam；
At structural column (1), prefabricated variation rigidity hybrid combination beam (2) corresponding position fixed connecting plate one (7)；
Step 2, construction basis (14)；
Step 3, the initial layers standard knot of the outsourcing steel cylinder (11) of constructing structure post (1) and structural beams；By outsourcing steel cylinder (11)
Initial layers standard knot and structural beams connect；
Step 4, the preprocessing part of floor (4) is installed in lifting；
Step 5, pours post concrete (13) in Covered with Angles cylinder (11) and forms steel core concrete column；
Step 6, repeats step 3 and constructs to top layer to step 5, and the frame structure of total system completes；
Step 7, lateral resistant member of successively constructing；Being connected fixing to lateral resistant member and frame structure, structural system has been constructed
Finish.
The construction method of 23. hybrid industrialized building structural systems according to claim 22, it is characterised in that: described
When structural column (1) is concrete-steel pipe concrete, between step 4 and step 5, it is additionally included in construction steel in outsourcing steel cylinder (11)
The core steel reinforcement cage (12) of pipe reinforced column.
The construction method of 24. hybrid industrialized building structural systems according to claim 22, it is characterised in that: described
When floor (4) is profiled sheet in-situ reinforced concrete slab, in step 4, only floor profiled sheet is installed in lifting, treats step 5
Complete after-pouring floorslab concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610758982.XA CN106223461A (en) | 2016-08-30 | 2016-08-30 | A kind of hybrid industrialized building structural system and construction method thereof |
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| CN107035199A (en) * | 2017-05-08 | 2017-08-11 | 姚攀峰 | A kind of triple Aseismic Structure Systems of preprocessing and its construction method |
| CN107090925A (en) * | 2017-05-12 | 2017-08-25 | 姚攀峰 | Reinforced precast reinforced concrete shear wall, structural system and its construction method |
| CN107419824A (en) * | 2017-05-12 | 2017-12-01 | 姚攀峰 | The full precast shear wall structural system of regenerative steel skeleton and construction method |
| CN108104263A (en) * | 2017-12-28 | 2018-06-01 | 清华大学 | A kind of novel fabricated steel-regeneration concrete combination frame structural system |
| CN108222373A (en) * | 2017-12-05 | 2018-06-29 | 姚攀峰 | A kind of reinforced cold-bent pipe concrete column and structural system and construction method |
| CN111364647A (en) * | 2020-04-29 | 2020-07-03 | 中国建筑第七工程局有限公司 | Assembled outer frame shear wall structure system and construction method thereof |
| CN112696075A (en) * | 2020-12-24 | 2021-04-23 | 时靖 | Frame barrel buckling support structure and construction method thereof |
| CN114232840A (en) * | 2021-12-30 | 2022-03-25 | 姚攀峰 | Frame structure of assembled combined connecting wall and construction method |
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| CN107090925A (en) * | 2017-05-12 | 2017-08-25 | 姚攀峰 | Reinforced precast reinforced concrete shear wall, structural system and its construction method |
| CN107419824A (en) * | 2017-05-12 | 2017-12-01 | 姚攀峰 | The full precast shear wall structural system of regenerative steel skeleton and construction method |
| CN107090925B (en) * | 2017-05-12 | 2023-10-24 | 姚攀峰 | Reinforced precast reinforced concrete shear wall, structural system and construction method thereof |
| CN108222373A (en) * | 2017-12-05 | 2018-06-29 | 姚攀峰 | A kind of reinforced cold-bent pipe concrete column and structural system and construction method |
| CN108222373B (en) * | 2017-12-05 | 2024-01-30 | 姚攀峰 | Reinforced cold-formed steel tube concrete column, structural system and construction method |
| CN108104263A (en) * | 2017-12-28 | 2018-06-01 | 清华大学 | A kind of novel fabricated steel-regeneration concrete combination frame structural system |
| CN108104263B (en) * | 2017-12-28 | 2023-12-29 | 清华大学 | Novel assembled steel-recycled concrete mixed frame structure system |
| CN111364647A (en) * | 2020-04-29 | 2020-07-03 | 中国建筑第七工程局有限公司 | Assembled outer frame shear wall structure system and construction method thereof |
| CN112696075A (en) * | 2020-12-24 | 2021-04-23 | 时靖 | Frame barrel buckling support structure and construction method thereof |
| CN114232840A (en) * | 2021-12-30 | 2022-03-25 | 姚攀峰 | Frame structure of assembled combined connecting wall and construction method |
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