CN108612315A - A kind of assembled mixed structure Frame-Shear Wall building system and construction method - Google Patents
A kind of assembled mixed structure Frame-Shear Wall building system and construction method Download PDFInfo
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- CN108612315A CN108612315A CN201810453776.7A CN201810453776A CN108612315A CN 108612315 A CN108612315 A CN 108612315A CN 201810453776 A CN201810453776 A CN 201810453776A CN 108612315 A CN108612315 A CN 108612315A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/162—Handles to carry construction blocks
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Abstract
A kind of assembled mixed structure frame-shear wall building system of invention offer and its construction method.The system includes that the prefabricated steel reinforced concrete shear walls and prefabrication type steel concrete composite girder of splicing are lifted on ground.The prefabricated steel reinforced concrete shear walls connect to form frame structure with prefabrication type steel concrete composite girder.Fixed steel bars truss concrete floor, prefabricated reinforced concrete stair and the light block partition wall form building construction system on the frame structure.The construction method of the system includes constructing foundation, the prefabricated steel reinforced concrete shear walls for installing first layer, the prefabricated girder with rolled steel section en cased in concrete of installation, installation Truss Deck Concrete Slab, installation prefabricated reinforced concrete stair and the light block partition wall and to carry out the installation of last layer building.System intensity is high, from heavy and light, speed of application is fast, industrialization degree is high, recyclable, removable feature, while steel construction is to repeat the green material utilized again.
Description
Technical field
The present invention relates to the realm of building construction, more particularly to a kind of prefabricated mixed structure Frame-Shear Wall assembled architecture.
Background technology
Since building recruitment cost is continuously increased, original building extensive style designs, builds, use, dismounting, it is dirty to environment
Dye is all extremely serious, to reduce global pollution, for the offspring that benefits future generations, be building industry sustainable development, realize green building, dress
It is the inexorable trend of construction industry development with formula building, government encourages to carry out assembled architecture system development.Assembled architecture at present
System also shows that metope cracking, board material splice gap be uneven, sound insulation there are the agent structure of steel house is less problematic
Ineffective, the shortcomings of heat insulating effect is poor；The functions such as exterior wall is moisture-proof, damp proof, anticracking, fire prevention need to improve；Later maintenance
Cost is more complicated, and of high cost.The processing of the fabricated assembled node of precast concrete is complicated.Current safe mode
Or vertical structure is cast-in-place, lateral stacking.Node security will be solved the problems, such as by fully achieving live wet-less operation.Two pourings need
Will longer curing time, the activity duration is long；Must etc. next layer of concrete reach predetermined strength and can just carry out last layer
Construction, globality poor influence the development of pre-cast building, therefore are badly in need of finding a kind of technical measures solved these problems.
Invention content
The object of the present invention is to provide a kind of assembled mixed structure Frame-Shear Wall building system and construction method, with
Solve problems of the prior art.
To realize the present invention purpose and the technical solution adopted is that a kind of such, assembled mixed structure frame-shearing
The construction method of wall building system, includes the following steps：
1) foundation basic construction is carried out according to construction design drawing.
2) the prefabricated steel reinforced concrete shear walls of installing bottom layer.Wherein, the prefabricated steel reinforced concrete shear walls are composite plate
Structure.The prefabricated steel reinforced concrete shear walls include steel skeleton, complex coagulation soil layer and reinforced mesh.The steel skeleton periphery
Paste reinforced mesh.The complex coagulation soil layer cladding steel skeleton and reinforced mesh.Several companies are provided on the steel skeleton
Fishplate bar I, connecting plate II, girder steel supporting plate and floor supporting plate.The connecting plate I protrudes from the upper and lower of prefabricated steel reinforced concrete shear walls
End.The connecting plate II and girder steel supporting plate protrude from the flank side surface of prefabricated steel reinforced concrete shear walls.The floor supporting plate protrudes
Side within doors is stretched into the metope of prefabricated steel reinforced concrete shear walls.The complex coagulation soil layer is provided with above floor supporting plate
The areas Hou Jiao link slot I.It is also embedded with embedded board in the complex coagulation soil layer of the prefabricated steel reinforced concrete shear walls of bottom.It is described
The prefabricated steel reinforced concrete shear walls of bottom are bolted by embedded board and foundation.
3) reinforce position in building stress and arrange prefabricated shaped steel reinforcing prop.Wherein, the prefabricated shaped steel reinforcing prop and ground
Basis connection.
4) prefabricated girder with rolled steel section en cased in concrete is mounted between contiguous prefabricated steel reinforced concrete shear walls.Wherein, described prefabricated
Girder with rolled steel section en cased in concrete includes steel construction girder steel, cracking resistance steel mesh and concrete layer.The upper lower flange welding of the steel construction girder steel is anti-
Cut connector.The cracking resistance steel mesh is covered in steel construction girder steel periphery.The concrete layer is by steel construction girder steel and cracking resistance steel mesh
Cladding.The concrete layer is provided with the areas Hou Jiao link slot II towards side within doors.The prefabricated girder with rolled steel section en cased in concrete rides upon steel
On corbel plate, the web of steel construction girder steel is connect with connecting plate II.
5) ladder access beam is set up on the prefabricated shaped steel reinforcing prop at design ladder access position or prefabricated steel reinforced concrete shear walls.
6) hoisting prefabricated stair are in place, and precast stair and prefabricated girder with rolled steel section en cased in concrete are fixed.
7) precast reinforced truss is installed and overlaps floor plates.The precast reinforced truss overlapping floor plates ride upon floor supporting plate
On.After stopend, the connecting portions such as shear wall, ladder access, prefabricated steel pier, I He of link slot in the areas Hou Jiao are poured in first grouting
Casting concrete at the areas Hou Jiao link slot II makes prefabricated steel reinforced concrete shear walls, prefabricated girder with rolled steel section en cased in concrete and precast reinforced
Truss overlapping floor plates are connected as entirety.
8) prefabricated mixed structure assembled lavatory kitchen is installed.
9) prefabricated mixed structure Fabricated balcony 8 is installed.
10) pre- Side fascia and the light block partition wall are installed.
11) installation for carrying out last layer building, prefabricated steel reinforced concrete shear walls are stacked together, neighbouring two
The connecting plate I of prefabricated steel reinforced concrete shear walls is bolted.
12) repeat 2)~11) the step of, realize the construction of multilayered structure.
Further, also have installation per the door and window of floor and the correlation step of decoration of exterior wall after step 12).
Further, also there is the correlation step that concrete casting and close joint processing are carried out in this structure sheaf after step 8).
Further, the precast reinforced truss overlapping floor plates are prefabricated composite plate.The precast reinforced truss overlapping
Sole plate or floorboard of the floor plates as building system.The precast reinforced truss overlapping floor plates include floor preformed layer
With floor slab back casting layer.The floor preformed layer rides upon on floor supporting plate.After stopend, link slot I, Hou Jiaoqu in the areas Hou Jiao
Casting concrete together at link slot II and floor slab back casting layer, makes prefabricated steel reinforced concrete shear walls, prefabricated girder with rolled steel section en cased in concrete
It is connected as entirety with precast reinforced truss overlapping floor plates.
Further, the reinforced mesh is made of hot rolling plain bar, hot rolled ribbed bars or cold rolled reinforcing steel bar with ribs.Institute
State the latticed interior outside that is welded on steel skeleton of the reinforced mesh binding at 200~300mm.
Further, the prefabricated steel reinforced concrete shear walls include Linear shear wall, L-type shear wall, T-type shear wall and
Z-shaped shear wall.The Linear shear wall is arranged in the middle section of house wall in system.The L-type shear wall disposal
In the peripheral portion of wallboard house wall.The T-type shear wall disposal is mutually perpendicular to the intersection of wall in three faces.The Z-shaped
Shear wall disposal is mutually perpendicular to the intersection of wall on four sides.
Further, all prefabricated steel reinforced concrete reinforcing props are outsourcing steel mesh concrete.The prefabricated shaped steel reinforcing prop
For prefabricated box profile steel concrete column, prefabricated cross-shaped steel concrete column, prefabricated H profile steel concrete column, prefabricated T-shaped steel concrete
Column or prefabricated C-type steel concrete column.
Further, when the areas Hou Jiao final grouting, using high grade slightly expanded concrete.
Invention additionally discloses a kind of assembled mixed structure Frame-Shear Wall building system that above-mentioned construction method obtains,
Include the prefabricated steel reinforced concrete shear walls and prefabrication type steel concrete composite girder that splicing is lifted on ground.
The prefabricated steel reinforced concrete shear walls connect to form frame structure with prefabrication type steel concrete composite girder.In frame
Fixed steel bars truss concrete floor, the light block partition wall, pre- Side fascia and precast stair form building construction system in structure.
The solution have the advantages that unquestionable：
A. intensity it is high, from heavy and light, it is energy saving, water-saving, save land, anti-seismic performance is good, speed of application is fast, industrialization degree is high, can
Cycle, removable feature, while steel construction are the repeatable green material utilized again；
B. steel construction external wrapping concrete also solves the fire prevention of steel building, Anticorrosion, outer concrete cost ratio
Anticorrosion of steel structure, fire prevention cost are much lower, and effect is good；Substantially later maintenance is not needed, use cost is lower than steel building more
It is more；
C. connection solves precast concrete assembled architecture (PC buildings) using the connection method of the strong ties such as steel construction
The complicated disadvantage with node curing time length of connection；And steel interior tissue is close to homogeneous, plasticity and good toughness, to power
Load it is adaptable, the ductility of steel construction is good, can eliminate earthquake repercussions, have good anti-seismic performance.It is live clean and tidy
Effect is more preferable, and pollution and building waste are less, whole shock resistance higher；
D. type steel-concrete structure, plug-in, built-in more convenient, processing is simpler, more can arbitrarily be changed according to owner's wish
Transformation；
E. external wrapping concrete, it is lower than pure steel structure building steel content, anti-corrosion, fire proofing material are saved, therefore cost compares steel construction
It builds low；
F. all components are all made of prefabrication, are convenient for quality control, and easy for installation, safely, quickly, homeostasis
Property it is strong, without reinforcing support when installation, can continuously construct；Construction site is reliable by bolt, welding, final grouting etc. by component
Mode connect, assemble and assemble it is integral, as assembly automobile manufacture house, the mode that can be repaiied, mend later, changing is tied
Structure and decoration are safeguarded.
Description of the drawings
Fig. 1 is Building architecture schematic diagram；
Fig. 2 is building system plan view；
Fig. 3 is steel skeleton construction schematic diagram；
Fig. 4 is prefabricated steel reinforced concrete girder construction schematic diagram；
Fig. 5 is prefabricated girder with rolled steel section en cased in concrete sectional view；
Fig. 6 is precast stair structural schematic diagram；
Fig. 7 is Truss Deck Concrete Slab structural schematic diagram；
Fig. 8 is prefabricated steel reinforced concrete shear walls annexation figure；
Fig. 9 is prefabricated girder with rolled steel section en cased in concrete and Truss Deck Concrete Slab annexation figure；
Figure 10 is prefabricated steel reinforced concrete shear walls and prefabricated girder with rolled steel section en cased in concrete annexation figure；
Figure 11 is prefabricated steel reinforced concrete shear walls and Truss Deck Concrete Slab annexation figure；
Figure 12 is prefabricated steel reinforced concrete shear walls form schematic diagram.
In figure：It is prefabricated steel reinforced concrete shear walls 1, steel skeleton 101, connecting plate I 1011, connecting plate II 1012, compound mixed
Solidifying soil layer 102, reinforced mesh 103, prefabricated girder with rolled steel section en cased in concrete 2, steel construction girder steel 201, shear connector 2011, cracking resistance steel mesh
202, concrete layer 203, the areas Hou Jiao link slot II 2031, prefabricated shaped steel reinforcing prop 3, Truss Deck Concrete Slab 4, lightweight are built
Partition wall 5, girder steel supporting plate 6, floor supporting plate 7, pre- Side fascia 8, precast stair 9.
Specific implementation mode
With reference to embodiment, the invention will be further described, but should not be construed the above-mentioned subject area of the present invention only
It is limited to following embodiments.Without departing from the idea case in the present invention described above, according to ordinary skill knowledge and used
With means, various replacements and change are made, should all include within the scope of the present invention.
Embodiment 1：
The present embodiment discloses a kind of construction method of assembled mixed structure Frame-Shear Wall building system, including following
Step：
1) foundation basic construction is carried out according to construction design drawing.It is existing that the good various components of prefabrication are transported to construction
.
2) the prefabricated steel reinforced concrete shear walls 1 of first layer are installed.By prefabricated steel reinforced concrete shear walls 1 using crane or
Tower crane lifts, and embedded board is made to be bolted with foundation.Prefabricated steel reinforced concrete shear walls 1 from the ground can at absolute altitude 2m
If an interim bearing diagonal of installation, to reach interim stabilization effect.The verticality of metope and horizontal absolute altitude are corrected again.Wherein, referring to
Fig. 2, the generally composite plate structure of the prefabricated steel reinforced concrete shear walls 1, including steel skeleton 101 and complex coagulation soil layer 102.
The steel skeleton periphery pastes reinforced mesh 103.The reinforced mesh 103 using hot rolling plain bar, hot rolled ribbed bars or
Cold rolled reinforcing steel bar with ribs is made.The reinforced mesh 103 binds the latticed interior outside for being welded on steel skeleton at 200~300mm.
The complex coagulation soil layer 102 coats steel skeleton 101 and reinforced mesh 103.Several connections are provided on the steel skeleton 101
Plate I 1011, connecting plate II 1012, girder steel supporting plate 6 and floor supporting plate 7.The connecting plate I 1011 protrudes from prefabricated steel reinforced concrete
The upper and lower side of shear wall 1.The connecting plate II 1012 and girder steel supporting plate 6 protrude from the avris of prefabricated steel reinforced concrete shear walls 1
Face.The metope that the floor supporting plate 7 protrudes from prefabricated steel reinforced concrete shear walls 1 stretches into side within doors.The complex coagulation soil layer
102 are provided with the semi-enclosed areas Hou Jiao link slot I 1021 above floor supporting plate 7.It is pre-buried in the complex coagulation soil layer 102
There is embedded board.The prefabricated steel reinforced concrete shear walls 1 are bolted by embedded board and foundation.
3) reinforce position in building stress and arrange prefabricated shaped steel reinforcing prop 3.Wherein, the prefabricated shaped steel reinforcing prop 3 and ground
Base basis connects.
4) prefabricated girder with rolled steel section en cased in concrete 2 is mounted between contiguous prefabricated steel reinforced concrete shear walls 1.Wherein, referring to figure
3, the prefabricated girder with rolled steel section en cased in concrete 2 includes steel construction girder steel 201, cracking resistance steel mesh 202 and concrete layer 203.The steel construction
Weld shear connector 2011 in the upper lower flange of girder steel 201.The cracking resistance steel mesh 202 is covered in 201 periphery of steel construction girder steel.Institute
Concrete layer 203 is stated to coat steel construction girder steel 201 and cracking resistance steel mesh 202.The concrete layer 203 is provided with towards side within doors
The semi-enclosed areas Hou Jiao link slot II 2031.Referring to Fig. 6, the prefabricated girder with rolled steel section en cased in concrete 2 rides upon on girder steel supporting plate 6, steel
The web of structural steel beam 201 is connect with connecting plate II 1012.
5) ladder access is set up on the prefabricated shaped steel reinforcing prop 3 at design ladder access position or prefabricated steel reinforced concrete shear walls 1
Beam.
6) hoisting prefabricated stair 9 are in place, and precast stair 9 and prefabricated girder with rolled steel section en cased in concrete 2 are fixed.
7) Truss Deck Concrete Slab 4 is installed.Referring to Fig. 4, the precast reinforced truss overlapping floor plates 4 are prefabricated
Composite plate.Sole plate or floorboard of the precast reinforced truss overlapping floor plates 4 as building system.Referring to Fig. 7, lifting
In place, Truss Deck Concrete Slab 3 is ridden upon on floor supporting plate 7 for Truss Deck Concrete Slab 3.Template blocks the areas Hou Jiao
After link slot I 1021 and the areas Hou Jiao link slot II 2031, pours, make pre- together with 3 cast-in-place part of Truss Deck Concrete Slab
Steel reinforced concrete shear walls 1, prefabricated girder with rolled steel section en cased in concrete 2 and Truss Deck Concrete Slab 3 processed are connected as entirety.The areas Hou Jiao two
When secondary pouring, using high grade slightly expanded concrete.
8) prefabricated mixed structure assembled lavatory kitchen 10 is installed.First install assembled lavatory bottom plate, bottom plate shaped steel with
2 bolt-weld joint of prefabricated girder with rolled steel section en cased in concrete.Wallboard is installed again, then close joint is handled.
9) prefabricated mixed structure Fabricated balcony 8 is installed.Wherein, the reserved connecting plate of mixed structure balcony and prefabricated shaped steel
2 bolt-weld joint of concrete shear force wall 1 or prefabricated girder with rolled steel section en cased in concrete.
10) pre- Side fascia 8 and the light block partition wall 5 are installed.
11) installation for carrying out last layer building, prefabricated steel reinforced concrete shear walls 1 are stacked together, and neighbouring two
The connecting plate I 1011 of a prefabricated steel reinforced concrete shear walls 1 is bolted.Wherein, anchoring adhesive is smeared on connecting plate I 1011, when
Bolt twists solid completion, and anchoring adhesive realizes that depth combines, and reaches firm and waterproof effect.
12) repeat 2)~11) the step of, realize the construction of multilayered structure.
13) door and window per floor is installed.
Embodiment 2：
Referring to Fig. 1 and Fig. 5, the present embodiment discloses a kind of assembled mixed structure frame obtained using above-mentioned construction method
Frame-shear wall building system includes the prefabricated steel reinforced concrete shear walls 1 that splicing is lifted on ground and prefabricated steel reinforced concrete
Composite beam 2.
The prefabricated steel reinforced concrete shear walls 1 connect to form frame structure with prefabrication type steel concrete composite girder 2.In frame
Fixed steel bars truss concrete floor 3, prefabricated reinforced concrete stair 4 and the light block partition wall 5 form house and build in frame structure
Building body system.
The present embodiment had not only used steel construction assembled to install but also had utilized the practicality of concrete assembled building durable, improved knot
Structure integral strength and monolithic architecture shock resistance reduce pollution and construction period, provide a kind of green building scheme.
It is worth noting that referring to Fig. 8, in implementing to produce, building system using different shear wall standard modules into
Row independent assortment.Shear wall standard module includes below one or more：Linear shear wall, L-type shear wall, T-type shearing
Wall and Z-shaped shear wall.The Linear shear wall is arranged in the middle section of house wall in system.The L-type shear wall
It is arranged in the peripheral portion of wallboard house wall.The T-type shear wall disposal is mutually perpendicular to the intersection of wall in three faces.The Z
I-shaped shear wall is arranged in the intersection that four sides is mutually perpendicular to wall.Reinforce position in building stress and there also is provided prefabricated shaped steel reinforcement
Column 3.All prefabricated steel reinforced concrete reinforcing props 3 are outsourcing steel mesh concrete.The prefabricated shaped steel reinforcing prop 3 is prefabricated box
Profile steel concrete column, prefabricated cross-shaped steel concrete column, prefabricated H profile steel concrete column, prefabricated T-shaped steel concrete column or prefabricated C
Profile steel concrete column.
Claims (9)
1. a kind of construction method of assembled mixed structure Frame-Shear Wall building system, which is characterized in that including following step
Suddenly：
1) foundation basic construction is carried out according to construction design drawing；
2) the prefabricated steel reinforced concrete shear walls of installing bottom layer (1)；Wherein, the prefabricated steel reinforced concrete shear walls (1) are compound
Harden structure；The prefabricated steel reinforced concrete shear walls (1) include steel skeleton (101), complex coagulation soil layer (102) and reinforced mesh
(103)；Steel skeleton (101) periphery pastes reinforced mesh (103)；The complex coagulation soil layer (102) coats steel skeleton
(101) and reinforced mesh (103)；It is provided with several connecting plates I (1011), connecting plate II on the steel skeleton (101)
(1012), girder steel supporting plate (6) and floor supporting plate (7)；The connecting plate I (1011) protrudes from prefabricated steel reinforced concrete shear walls
(1) upper and lower side；The connecting plate II (1012) and girder steel supporting plate (6) protrude from the side of prefabricated steel reinforced concrete shear walls (1)
Side；The metope that the floor supporting plate (7) protrudes from prefabricated steel reinforced concrete shear walls (1) stretches into side within doors；It is described compound mixed
Solidifying soil layer (102) is provided with the areas Hou Jiao link slot I (1021) at floor supporting plate (7) top；The bottom prefabrication type steel reinforced concrete is solidifying
It is also embedded with embedded board in the complex coagulation soil layer (102) of native shear wall (1)；The prefabricated steel reinforced concrete shear walls of bottom
(1) it is bolted by embedded board and foundation；
3) reinforce position in building stress and arrange prefabricated shaped steel reinforcing prop (3)；Wherein, the prefabricated shaped steel reinforcing prop (3) and ground
Base basis connects；
4) prefabricated girder with rolled steel section en cased in concrete (2) is mounted between contiguous prefabricated steel reinforced concrete shear walls (1)；Wherein, described pre-
Girder with rolled steel section en cased in concrete (2) processed includes steel construction girder steel (201), cracking resistance steel mesh (202) and concrete layer (203)；The steel construction
The upper lower flange welding shear connector (2011) of girder steel (201)；The cracking resistance steel mesh (202) is covered in steel construction girder steel
(201) peripheral；The concrete layer (203) coats steel construction girder steel (201) and cracking resistance steel mesh (202)；The concrete layer
(203) side within doors is provided with the areas Hou Jiao link slot II (2031)；The prefabricated girder with rolled steel section en cased in concrete (2) rides upon girder steel support
On plate (6), the web of steel construction girder steel (201) is connect with connecting plate II (1012)；
5) ladder access is set up on the prefabricated shaped steel reinforcing prop (3) at design ladder access position or prefabricated steel reinforced concrete shear walls (1)
Beam；
6) hoisting prefabricated stair (9) are in place, fixed by precast stair (9) and prefabricated girder with rolled steel section en cased in concrete (2)；
7) precast reinforced truss overlapping floor plates (4) are installed；The precast reinforced truss overlapping floor plates (4) ride upon floor support
On plate (7)；After stopend, the connecting portions such as shear wall, ladder access, prefabricated steel pier are poured in first grouting, are connected in the areas Hou Jiao
Casting concrete at slot I (1021) and the areas Hou Jiao link slot II (2031) makes prefabricated steel reinforced concrete shear walls (1), prefabrication type
Steel concrete beam (2) and precast reinforced truss overlapping floor plates (4) are connected as entirety；
8) prefabricated mixed structure assembled lavatory kitchen (10) is installed；
9) prefabricated mixed structure Fabricated balcony 8 is installed；
10) pre- Side fascia (8) and the light block partition wall (5) are installed；
11) installation for carrying out last layer building, prefabricated steel reinforced concrete shear walls (1) are stacked together, neighbouring two
The connecting plate I (1011) of prefabricated steel reinforced concrete shear walls (1) is bolted；
12) repeat 2)~11) the step of, realize the construction of multilayered structure.
2. a kind of construction method of assembled mixed structure Frame-Shear Wall building system according to claim 2, special
Sign is：Also have installation per the door and window of floor and the correlation step of decoration of exterior wall after step 12).
3. a kind of construction method of assembled mixed structure Frame-Shear Wall building system according to claim 1, special
Sign is：Also there is the correlation step that concrete casting and close joint processing are carried out in this structure sheaf after step 8).
4. a kind of construction method of assembled mixed structure Frame-Shear Wall building system according to claim 1, special
Sign is：The precast reinforced truss overlapping floor plates (4) are prefabricated composite plate；The precast reinforced truss overlaps floor plates
(4) as the sole plate of building system or floorboard；The precast reinforced truss overlapping floor plates (4) include floor preformed layer
(301) and floor slab back casting layer (302).The floor preformed layer (301) rides upon on floor supporting plate (7)；After stopend, rear
Casting concrete together is poured at area's link slot I (1021), the areas Hou Jiao link slot II (2031) and floor slab back casting floor (302), is made pre-
Steel reinforced concrete shear walls (1), prefabricated girder with rolled steel section en cased in concrete (2) and precast reinforced truss overlapping floor plates (4) processed are connected as whole
Body.
5. a kind of construction method of assembled mixed structure Frame-Shear Wall building system according to claim 1, special
Sign is：The reinforced mesh (103) is made of hot rolling plain bar, hot rolled ribbed bars or cold rolled reinforcing steel bar with ribs；It is described
Reinforced mesh (103) binds the latticed interior outside for being welded on steel skeleton at 200~300mm.
6. a kind of construction method of assembled mixed structure Frame-Shear Wall building system according to claim 1, special
Sign is：The prefabricated steel reinforced concrete shear walls (1) include Linear shear wall, L-type shear wall, T-type shear wall and Z-shaped
Shear wall；The Linear shear wall is arranged in the middle section of house wall in system；The L-type shear wall disposal is in wallboard
The peripheral portion of house wall；The T-type shear wall disposal is mutually perpendicular to the intersection of wall in three faces；The Z-shaped shear wall
It is arranged in the intersection that four sides is mutually perpendicular to wall.
7. a kind of construction method of assembled mixed structure Frame-Shear Wall building system according to claim 1, special
Sign is：All prefabricated steel reinforced concrete reinforcing props (3) are outsourcing steel mesh concrete；The prefabricated shaped steel reinforcing prop (3) is
Prefabricated box profile steel concrete column, prefabricated cross-shaped steel concrete column, prefabricated H profile steel concrete column, prefabricated T-shaped steel concrete column
Or prefabricated C-type steel concrete column.
8. a kind of construction method of assembled mixed structure Frame-Shear Wall building system according to claim 1, special
Sign is：When the areas Hou Jiao final grouting, using high grade slightly expanded concrete.
9. a kind of assembled mixed structure Frame-Shear Wall building system obtained using construction method described in claim 1,
It is characterized in that：Include the prefabricated steel reinforced concrete shear walls (1) and prefabrication type steel concrete composite girder that splicing is lifted on ground
(2)；
The prefabricated steel reinforced concrete shear walls (1) connect to form frame structure with prefabrication type steel concrete composite girder (2)；In frame
Fixed steel bars truss concrete floor (4), the light block partition wall (5), pre- Side fascia (8) and precast stair (9) shape in frame structure
At building construction system.
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| CN109440972A (en) * | 2018-11-02 | 2019-03-08 | 合肥工业大学 | Steel framework assembled mixed structure within the walls outside self-heat conserving precast concrete |
| CN109487910A (en) * | 2018-12-22 | 2019-03-19 | 徐州工业职业技术学院 | - inside casing assembled architecture mixed structure is cut outside a kind of |
| CN109505352A (en) * | 2018-11-29 | 2019-03-22 | 仇国辉 | Integrated hollow wall assembly construction technology synchronous with concrete frame structure |
| CN110670758A (en) * | 2019-10-12 | 2020-01-10 | 西藏涛扬新型建材科技有限公司 | Fabricated steel structure building based on fiber reinforced clad wood substrate and construction method |
| CN112359965A (en) * | 2020-11-20 | 2021-02-12 | 中国建筑第五工程局有限公司 | Precast concrete assembled structure with rib mold structure and construction method thereof |
| CN115434455A (en) * | 2022-11-08 | 2022-12-06 | 中铁建设集团华北工程有限公司 | Assembled close-spliced shell system concrete shear wall structure and design method |
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| CN105089178A (en) * | 2015-07-21 | 2015-11-25 | 重庆欧冠钢结构有限公司 | Fabricated building of pre-assembling structure of prefabricated section steel concrete shear wall |
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| CN101818527A (en) * | 2010-06-04 | 2010-09-01 | 北京万科企业有限公司 | Assembled integral shear wall structure system and construction method thereof |
| CN102425310A (en) * | 2011-12-15 | 2012-04-25 | 中国二十二冶集团有限公司 | Vertical connection construction method for wall body of assembled type residential shear wall structure |
| CN105089178A (en) * | 2015-07-21 | 2015-11-25 | 重庆欧冠钢结构有限公司 | Fabricated building of pre-assembling structure of prefabricated section steel concrete shear wall |
Cited By (7)
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| CN109440972A (en) * | 2018-11-02 | 2019-03-08 | 合肥工业大学 | Steel framework assembled mixed structure within the walls outside self-heat conserving precast concrete |
| CN109505352A (en) * | 2018-11-29 | 2019-03-22 | 仇国辉 | Integrated hollow wall assembly construction technology synchronous with concrete frame structure |
| CN109487910A (en) * | 2018-12-22 | 2019-03-19 | 徐州工业职业技术学院 | - inside casing assembled architecture mixed structure is cut outside a kind of |
| CN110670758A (en) * | 2019-10-12 | 2020-01-10 | 西藏涛扬新型建材科技有限公司 | Fabricated steel structure building based on fiber reinforced clad wood substrate and construction method |
| CN110670758B (en) * | 2019-10-12 | 2021-04-06 | 西藏涛扬新型建材科技有限公司 | Fabricated steel structure building based on fiber reinforced clad wood substrate and construction method |
| CN112359965A (en) * | 2020-11-20 | 2021-02-12 | 中国建筑第五工程局有限公司 | Precast concrete assembled structure with rib mold structure and construction method thereof |
| CN115434455A (en) * | 2022-11-08 | 2022-12-06 | 中铁建设集团华北工程有限公司 | Assembled close-spliced shell system concrete shear wall structure and design method |
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Application publication date: 20181002 |