CN107460948B - The double-deck RC plate-type transfer floor and construction method of superstructure are poured after a kind of - Google Patents
The double-deck RC plate-type transfer floor and construction method of superstructure are poured after a kind of Download PDFInfo
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- 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
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- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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- E—FIXED CONSTRUCTIONS
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- 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
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Abstract
The present invention provides the double-deck RC plate-type transfer floors and construction method that superstructure is poured after one kind, including first layer RC change-over panel and second layer RC change-over panel, support to form hollow layer by frame column between first layer RC change-over panel and second layer RC change-over panel；The thickness of the first layer RC change-over panel is less than the thickness of second layer RC change-over panel, is provided with concealed beam in second layer RC change-over panel；Shear wall, energy dissipating shear wall and frictiona damping mechanism are poured after being equipped in the hollow layer.Due to being configured with a certain amount of reinforcing bar in the plate above and below conversion layer, energy-consuming device is arranged in interlayer, not only alleviates the quality of conversion laminate, but also make it have enough bearing capacities to meet top after-pouring building structure.The special component arrangement of interlayer, strengthens structural integrity, enhances structural seismic performance, so that the neighbouring layer of conversion layer will not become antidetonation weak floor.
Description
Technical field
The invention belongs to building engineering field, the conversion layer structure that is related in building structure, and in particular to watered after a kind of
The double-deck RC plate-type transfer floor and construction method of portion's structure.
Background technique
Conversion layer is set in figure complexity, the diversified building of functional requirement, is that structural engineer is upper and lower in order to realize
Layer structure type conversion, column net, the axis of upper and lower layer change or transformational structure form and structure axis are arranged and taken simultaneously
Effective ways.Since 20th century five, the sixties propose conversion layer structure concept, the analysis means and design of conversion layer structure
Technology is more and more diversified, also increasingly tends to be mature so that conversion layer structure obtained in modern high-rise building it is more next
More it is widely applied.Common several conversion layer structures include transfer beam, truss conversion, Box-transfer storey, thickness in current engineering
Plate conversion etc..The above conversion layer structure adapts to different buildings and its functional requirement.Currently with the rapid development of economic construction, it deposits
In a class formation putting into effect in advance due to bottom, and superstructure then needs later period planning construction, therefore conversion layer just needs
The building for adapting to superstructure bodily form complexity, to meet the needs of practical structures.
Slab transformational structure is as shown in Figure 1, the structure is the form for being easiest to meet building function requirement in transformational structure.
When upper and lower layer column net axis misalignment is more or top shear wall structure arrangement very irregular and infrastructural requirements arrange huge pillar
Net and when being difficult to support direct with beam, is a kind of preferable structure type using transfer slab.It is using the advantages of transfer slab
Upper and lower structures flexible arrangement, it is not necessary to consistency from top to bottom；The disadvantage is that from great (up to thousands of tons of), cost is high, construction when formwork,
Reinforcing bar binding is difficult, and the series of problems such as construction for being related to mass concrete.In design, due to the power transmission road of thick transfer slab
Diameter is not apparent, and local stiffness is excessive, and stress is complicated, temporarily available without mature simplification method, so that Structure Calculation is very multiple
It is miscellaneous；Due to design shearing resistance and Punching Shear needs, the thickness of change-over panel is very big, this cause change-over panel quality and rigidity mutation,
The reaction increase of structure, the neighbouring layer of conversion layer more become weak floor when geological process, are unfavorable for earthquake-resistant structure.Another party
Face, due to the increase being self-possessed with geological process, the load of lower part vertical structure is obviously increased, and design difficulty is with increase.Research
Show that internal force and the displacement of thick transfer slab are extremely uneven, maximin can differ tens times, need to can adopt by improvement
With.
Summary of the invention
In view of the deficiencies of the prior art, the present invention intends to pour the double-deck RC (reinforcing bar of superstructure after a kind of
Concrete, abbreviation RC) plate-type transfer floor and construction method, solution overcomes existing thick-plate-type transformational structure from great, cost is high
The shortcomings that, the globality of after-pouring superstructure is enhanced, the flexibility for after-pouring superstructure arrangement provides condition.
In order to solve the above-mentioned technical problem, the present invention is realised by adopting the following technical scheme:
The double-deck RC plate-type transfer floor of superstructure, including first layer RC change-over panel and second layer RC conversion are poured after a kind of
Plate supports to form hollow layer by frame column between first layer RC change-over panel and second layer RC change-over panel；
The first layer RC change-over panel is located at frame column bottom and is connected with substructure, and second layer RC change-over panel is located at
It is connected at the top of frame column and with superstructure；
The thickness of the first layer RC change-over panel is less than the thickness of second layer RC change-over panel, sets in second layer RC change-over panel
It is equipped with concealed beam；
After-pouring shear wall, energy dissipating shear wall and frictiona damping mechanism are provided in the hollow layer.
The present invention also has following distinguishing feature:
The frictiona damping mechanism includes frcition damper, and the quadrangle of frcition damper is connected separately with the one of support rod
End, the other end of support rod are connected with attachment base respectively, and a pair of of attachment base is mounted on the upper surface of first layer RC change-over panel, another
Coupling beam for connecting the after-pouring shear wall in conversion layer is mounted on to attachment base, coupling beam is located at second layer RC change-over panel
Lower surface, four attachment bases are symmetrically laid using frcition damper as symmetrical centre.
The first layer RC change-over panel with a thickness of 300~400mm, the second layer RC change-over panel with a thickness of
600~800mm.
The energy dissipating shear wall is laid in hollow layer between the frame column of conversion layer four corners, energy dissipating shearing
Wall is connected with concealed beam, energy dissipating shear wall L-shaped, hollow or I-shaped laying on each angle of conversion layer.
The frictiona damping mechanism is laid in hollow layer and pours between shear wall behind conversion layer edge.
The present invention gives the construction method that the double-deck RC plate-type transfer floor of superstructure is poured after one kind, this method include with
Lower step:
Step 1 carries out the calculating of overall structure load according to building requirement；
Step 2, conversion layer structure Design of Bearing Capacity: according to overall structure load, being designed substructure, according to
The load of superstructure, determines the first layer RC change-over panel of conversion layer and the thickness and arrangement of reinforcement of second layer RC change-over panel, and determination disappears
The quantity and position of energy shear wall, frictiona damping mechanism；
The construction of substructure: step 3 carries out conventional construction to substructure；
Step 4, the construction of first layer RC change-over panel: first layer RC change-over panel scaffold building, formwork supporting plate bind steel in plate
Then muscle carries out pouring and conserving for concrete；
Frame column construction in hollow layer: step 5 binds the reinforcing bar of frame column, formwork supporting plate, casting concrete simultaneously conserves；
Step 6, the construction of second layer RC change-over panel: second layer RC change-over panel scaffold building, formwork supporting plate, binding second
Reinforcing bar and concealed beam reinforcing bar inside layer RC change-over panel are provided with the pre-embedded steel slab for connecting energy dissipating shear wall in concealed beam, then
Carry out pouring and conserving for concrete；
Step 7 pours after-pouring shear wall in hollow layer, between a pair of of after-pouring shear wall in the same plane
Coupling beam is set, then energy dissipating shear wall and frcition damper mechanism are installed；
Superstructure design: step 8 according to function is used, designs superstructure；
The construction of superstructure: step 9 carries out conventional construction to superstructure.
Pre-embedded steel slab in the concealed beam with a thickness of 12~25mm, every the pre-buried one piece of pre-buried steel of 200~600mm
Junction steel plate is embedded in energy dissipating shear wall at the top of energy dissipating shear wall by plate by peg, junction steel plate with a thickness of 15~
25mm。
The energy dissipating shear wall and frame column and concealed beam fixation be by frictional high-strength bolts, backing plate by junction steel plate and
Pre-embedded steel slab connects.
The attachment base includes the bottom plate and top plate welded together, bottom plate with a thickness of 10~20mm, the thickness of top plate
Degree is 8~15mm.
Compared with prior art, the present invention having the following technical effect that
(I) due to being configured with a certain amount of reinforcing bar in the plate above and below conversion layer, energy-consuming device is arranged in interlayer, both alleviates and turns
The quality of laminate is changed, and makes it have enough bearing capacities to meet top after-pouring building structure.
(II) the special component arrangement of interlayer, strengthens structural integrity, enhances structural seismic performance, so that conversion layer
Neighbouring layer will not become antidetonation weak floor.
(III) overall thickness for converting interlaminar board reduces, and greatly reduces cost, but also structure overall stiffness is uniform, has
Conducive to the needs of antidetonation.
(IV) engineering of later period planning construction is needed to provide a kind of reliable conversion layer structure form for superstructure, thus
Meet the needs of practical structures.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of existing thick-plate-type conversion layer.
Fig. 2 is the overall structure diagram of conversion layer.
Fig. 3 is the positive structure diagram of conversion layer.
Fig. 4 is the schematic diagram of internal structure of conversion layer.
Fig. 5 is the structural schematic diagram of energy dissipating shear wall.
Fig. 6 is the assembly relation schematic diagram between energy dissipating shear wall and concealed beam.
Fig. 7 is the structural schematic diagram of frictiona damping mechanism.
Fig. 8 is the plan view of substructure.
Fig. 9 is the interlayer plan view of conversion layer.
Figure 10 is the plan view of superstructure.
Figure 11 is the finite element instance model for emulating example.
Figure 12 is the Stress Map of the first layer RC plate of conversion layer.
Figure 13 is the Stress Map of the second layer RC plate of conversion layer.
Figure 14 is floor maximum displacement under X-direction geological process.
Figure 15 is story drift under X-direction geological process.
Figure 16 is floor maximum displacement under Y-direction geological process.
Figure 17 is story drift under Y-direction geological process.
The meaning of each label in figure are as follows: 1- first layer RC change-over panel, 2- second layer RC change-over panel, 3- frame column, in 4-
Dead level, 5- substructure, 6- superstructure, 7- conversion layer, 8- concealed beam, 9- energy dissipating shear wall, 10- frictiona damping mechanism, after 11-
Pour shear wall, 12- coupling beam, 13- pre-embedded steel slab, 14- peg, 15- junction steel plate, 16- frictional high-strength bolts, 17- backing plate；
(10-1)-frcition damper, (10-2)-support rod, (10-3)-attachment base, (10-4)-attachment base；
WithIt is axis, 1., 2., 3., 4., 5. and is 6. also axis.
Explanation is further explained in detail to particular content of the invention with reference to embodiments.
Specific embodiment
Specific embodiments of the present invention are given below, it should be noted that the invention is not limited to implement in detail below
Example, all equivalent transformations made on the basis of the technical solutions of the present application each fall within protection scope of the present invention.
Embodiment:
In compliance with the above technical solution, as shown in Figures 2 to 7, the present embodiment provides the double-deck RC that superstructure is poured after one kind
Plate-type transfer floor, including first layer RC change-over panel 1 and second layer RC change-over panel 2, first layer RC change-over panel 1 and second layer RC conversion
Hollow layer 4 is formed by the support of frame column 3 between plate 2；
The first layer RC change-over panel 1 is located at 3 bottom of frame column and is connected with substructure 5, second layer RC change-over panel 2
It is connected positioned at 3 top of frame column and with superstructure 6；
The thickness of the first layer RC change-over panel 1 is less than the thickness of second layer RC change-over panel 2, second layer RC change-over panel 2
Inside it is provided with concealed beam 8；
After-pouring shear wall 11, energy dissipating shear wall 9 and frictiona damping mechanism 10 are provided in the hollow layer 4.
Frictiona damping mechanism 10 includes frcition damper 10-1, and the quadrangle of frcition damper 10-1 is connected separately with support rod
One end of 10-2, the other end of support rod 10-2 are connected with attachment base 10-3,10-4 respectively, and a pair of of attachment base 10-3 is mounted on
The upper surface of one layer of RC change-over panel 1, another pair attachment base 10-4 are mounted on for connecting the after-pouring shear wall 11 in conversion layer 7
Coupling beam 12 on, coupling beam 12 is located at the lower surface of second layer RC change-over panel 2, and four attachment bases 10-3,10-4 are with frcition damper
10-1 is that symmetrical centre is symmetrically laid.
First layer RC change-over panel 1 with a thickness of 300~400mm, reinforcement scheme are as follows: 1 inside reinforcing bar of first layer RC change-over panel
Divide upper layer and lower layer arrangement, two layers of 250~350mm of vertical interval, main reinforcement can be arranged diagonally, can also be parallel to two
Hold side arrangement.
Second layer RC change-over panel 2 with a thickness of 600~800mm, the deck-molding of concealed beam 8 is equal to plate thickness, cast-in-place with plate；Arrangement of reinforcement side
Case are as follows: 2 inside reinforcing bar point upper layer and lower layer of second layer RC change-over panel arrange that two layers of 550~750mm of vertical interval, main reinforcement is parallel to
Two side-struts arrangement, concealed beam reinforcing bar divide stirrup and vertical muscle, stirrup and plate muscle vertical interval 25mm~50mm.
Energy dissipating shear wall 9 is laid in hollow layer 4 between the frame column 3 of 7 four corners of conversion layer, energy dissipating shear wall 9
It is connected with concealed beam 8, energy dissipating shear wall 9 L-shaped, hollow or I-shaped laying on each angle of conversion layer 7 make structure as far as possible
Mass centre be overlapped with center of rigidity.Energy dissipating shear wall 9 is using known conventional energy dissipating shear wall.
Frictiona damping mechanism 10 is laid in hollow layer 4 and pours between shear wall 11 behind 7 edge of conversion layer.Friction
Damper 10-1 uses known conventional friction damper.
The construction method of the double-deck RC plate-type transfer floor of superstructure is poured after the present embodiment the following steps are included:
Step 1 carries out the calculating of overall structure load according to building requirement；
Step 2, conversion layer structure Design of Bearing Capacity: according to overall structure load, being designed substructure 5, according to
The load of superstructure 6 determines the first layer RC change-over panel 1 of conversion layer 7 and the thickness and arrangement of reinforcement of second layer RC change-over panel 2, really
Determine energy dissipating shear wall 9, the quantity of frictiona damping mechanism 10 and position；
The construction of substructure: step 3 carries out conventional construction to substructure 5；
Step 4, the construction of first layer RC change-over panel: 1 scaffold building of first layer RC change-over panel, formwork supporting plate bind steel in plate
Then muscle carries out pouring and conserving for concrete；
Step 5, frame column construction in hollow layer: the reinforcing bar of binding frame column 3, formwork supporting plate, casting concrete simultaneously conserve；
Step 6, the construction of second layer RC change-over panel: 2 scaffold building of second layer RC change-over panel, formwork supporting plate, binding second
2 inside reinforcing bar of layer RC change-over panel and concealed beam reinforcing bar are provided with the pre-embedded steel slab 13 for connecting energy dissipating shear wall 9 in concealed beam 8,
Then pouring and conserving for concrete is carried out；
Step 7 pours after-pouring shear wall 11 in hollow layer 4, a pair of of after-pouring shear wall 11 in the same plane
Between coupling beam 12 is set, then energy dissipating shear wall 9 and frcition damper mechanism 10 are installed；
Superstructure design: step 8 according to function is used, designs superstructure；
The construction of superstructure: step 9 carries out conventional construction to superstructure 6.
In the construction process it should be noted that energy dissipating shear wall 9 and frictiona damping mechanism 10 need in a pre-installation it is mating
Embedment Construction, it is specific as follows:
Pre-embedded steel slab 13 in concealed beam 8 with a thickness of 12~25mm, every the pre-buried one piece of pre-embedded steel slab 13 of 200~600mm,
Junction steel plate 15 is embedded in energy dissipating shear wall 9 at the top of energy dissipating shear wall 9 by peg 14, junction steel plate 15 with a thickness of 15
~25mm.
Energy dissipating shear wall 9 is that will connect steel by frictional high-strength bolts 16, backing plate 17 with frame column 3 and the fixation of concealed beam 8
Plate 15 is connected with pre-embedded steel slab 13.
Attachment base 10-3 includes the bottom plate and top plate welded together, bottom plate with a thickness of 10~20mm, the thickness of top plate
For 8~15mm.
Emulation testing example:
The technical solution of embodiment is deferred to, this emulation example provides a kind of specific application scenarios, and the analysis of this emulation example is real
Example is RC high-rise building of 20 layers of the building with bilayer RC change-over panel, and substructure is building for commercial use, and superstructure is
Standardized house.The construction bottom uses large bay frame shear wall structure, and conversion layer setting is in third layer, and the 4th layer to 20
Layer is shear wall structure.This engineering design service life is 50 years, and seismic fortification intensity is 8 degree, and basic seismic design accelerates
Angle value is 0.2g, and classification of design earthquake is first group, and security level is second level.Site category is II class, and Characteristic Site Period is
0.35s, structural plan layout drawing is as shown in Fig. 8 to Figure 10, and dimensional units are mm in figure.
Substructure per 4.2m a height of layer by layer, a height of 2.85m of the layer of conversion layer, superstructure per a height of layer by layer
2.85m.In conversion layer, first layer RC change-over panel with a thickness of 300mm, second layer RC change-over panel with a thickness of 700mm.
Pre-embedded steel slab in concealed beam is separated by pre-buried one piece of 500mm, junction steel plate is with a thickness of 15mm with a thickness of 15mm.Energy dissipating
Shear wall is four, L-shaped, is laid between the frame column of conversion layer four corners.Coupling beam anchoring steel plate slab be
10mm, welding steel is with a thickness of 10mm.Frictiona damping mechanism is six, is symmetrically laid in pour behind conversion layer edge and cut
Between power wall.
Finite element modelling is carried out to the emulation example using ANSYS software, obtained finite element instance model such as Figure 10 institute
Show.The Stress Map of obtained first layer RC change-over panel is as shown in figure 12, and the Stress Map of second layer RC plate is as shown in figure 13, from
As can be seen that the maximum stress of first layer RC change-over panel is 6.05MPa in figure, the maximum stress of second layer RC plate is 3.22MPa,
Stress is all far below the cubic compressive strength standard value of C30 concrete.
Senditivity experriments: if the double-deck RC plate-type transfer floor in the emulation example is changed to Thick Plate Transfer Story, change-over panel
Thick 1200mm, the comparison of acquired results and use bilayer RC plate-type transfer floor acquired results is as shown in Figure 14 to Figure 17, Cong Tuzhong
As can be seen that the X with Thick Plate Transfer Story structure is compared in the maximum displacement under the X-direction geological process with the double-deck RC change-over panel structure
Maximum displacement under the geological process of direction reduces 26.6%；Under Y-direction geological process with bilayer RC change-over panel structure most
The maximum displacement that big displacement is compared under the Y-direction geological process with thick-plate-type structure reduces 40.6%.Two kinds of band different switchings
The maximum story drift of the structure of layer is respectively less than elastic displacement angle between floors limit value 1/1000；X with bilayer RC change-over panel structure
Upper and lower level maximum displacement angle under the geological process of direction is than compared to upper and lower under the X-direction geological process with Thick Plate Transfer Story structure
Layer maximum displacement angle ratio reduces 10.0%；Upper and lower level dominant bit under Y-direction geological process with bilayer RC change-over panel structure
Angle is moved than reducing 14.8% compared to the upper and lower level maximum displacement angle under the Y-direction geological process with Thick Plate Transfer Story structure.
X, Y-direction be building two major axes orientations, to model apply horizontal direction earthquake when, just choose this two
A direction emulates in the corresponding figure of example and has marked X, Y-direction.
In conclusion the present invention had not only alleviated the quality of conversion laminate due to being provided with bilayer RC plate, but also make it have foot
Enough bearing capacities meet top after-pouring building structure；By the way that special component is arranged, structural seismic performance is strengthened, so that turning
Antidetonation weak floor will not be become by changing the neighbouring layer of layer；The overall thickness for converting interlaminar board reduces, and greatly reduces cost, also makes
It is uniform to obtain structure overall stiffness, is conducive to the needs of antidetonation.
Claims (6)
1. pouring the construction method of the double-deck RC plate-type transfer floor of superstructure after one kind, which is characterized in that this method includes following
Step:
Step 1 carries out the calculating of overall structure load according to building requirement；
Conversion layer structure Design of Bearing Capacity: step 2 according to overall structure load, is designed substructure (5), according to upper
The load of portion's structure (6) determines the first layer RC change-over panel (1) of conversion layer (7) and the thickness of second layer RC change-over panel (2) and matches
Muscle determines the quantity and position of energy dissipating shear wall (9), frictiona damping mechanism (10)；
The construction of substructure: step 3 carries out conventional construction to substructure (5)；
Step 4, the construction of first layer RC change-over panel: first layer RC change-over panel (1) scaffold building, formwork supporting plate bind steel in plate
Then muscle carries out pouring and conserving for concrete；
Step 5, frame column construction in hollow layer: the reinforcing bar of binding frame column (3), formwork supporting plate, casting concrete simultaneously conserve；
Step 6, the construction of second layer RC change-over panel: second layer RC change-over panel (2) scaffold building, formwork supporting plate bind the second layer
The internal reinforcing bar of RC change-over panel (2) and concealed beam reinforcing bar are provided with the pre-buried steel for connecting energy dissipating shear wall (9) in concealed beam (8)
Plate (13) then carries out pouring and conserving for concrete；
Step 7 pours after-pouring shear wall (11) in hollow layer (4), a pair of of after-pouring shear wall in the same plane
(11) coupling beam (12) are set between, energy dissipating shear wall (9) and frcition damper mechanism (10) are then installed；
Superstructure design: step 8 according to function is used, designs superstructure；
The construction of superstructure: step 9 carries out conventional construction to superstructure (6)；
The double-deck RC plate-type transfer floor of superstructure, including first layer RC change-over panel (1) and second layer RC conversion are poured after described
Plate (2) forms hollow layer (4) by frame column (3) support between first layer RC change-over panel (1) and second layer RC change-over panel (2)；
The first layer RC change-over panel (1) is located at frame column (3) bottom and is connected with substructure (5), second layer RC conversion
Plate (2) is located at the top of frame column (3) and is connected with superstructure (6)；
The thickness of the first layer RC change-over panel (1) is less than the thickness of second layer RC change-over panel (2), second layer RC change-over panel
(2) concealed beam (8) are provided in；
After-pouring shear wall (11), energy dissipating shear wall (9) and frictiona damping mechanism (10) are provided in the hollow layer (4)；
The frictiona damping mechanism (10) includes frcition damper (10-1), and the quadrangle of frcition damper (10-1) is separately connected
There is one end of support rod (10-2), the other end of support rod (10-2) is connected with attachment base (10-3,10-4) respectively, a pair of connection
Seat (10-3) is mounted on the upper surface of first layer RC change-over panel (1), and another pair attachment base (10-4) is mounted on for connecting conversion
In the coupling beam (12) of after-pouring shear wall (11) in layer (7), coupling beam (12) is located at the lower surface of second layer RC change-over panel (2),
Four attachment bases (10-3,10-4) are that symmetrical centre is symmetrically laid with frcition damper (10-1)；
The energy dissipating shear wall (9) is laid in hollow layer (4) between the frame column (3) of conversion layer (7) four corners, is disappeared
Energy shear wall (9) is connected with concealed beam (8), energy dissipating shear wall (9) L-shaped, hollow or I-shaped on each angle of conversion layer (7)
Type is laid；
The frictiona damping mechanism (10) is laid in hollow layer (4) and pours shear wall behind conversion layer (7) edge
(11) between.
2. construction method as described in claim 1, which is characterized in that the thickness of the pre-embedded steel slab (13) in the concealed beam (8)
Degree is 12~25mm, passes through peg (14) at the top of the pre-buried one piece of pre-embedded steel slab (13) of 200~600mm, energy dissipating shear wall (9)
Junction steel plate (15) is embedded in energy dissipating shear wall (9), junction steel plate (15) with a thickness of 15~25mm.
3. construction method as claimed in claim 2, which is characterized in that the energy dissipating shear wall (9) and frame column (3) and concealed beam
(8) fixation is to be connected junction steel plate (15) and pre-embedded steel slab (13) by frictional high-strength bolts (16), backing plate (17).
4. construction method as claimed in claim 3, which is characterized in that the attachment base (10-3) includes welding together
Bottom plate and top plate, bottom plate with a thickness of 10~20mm, top plate with a thickness of 8~15mm.
5. pouring the double-deck RC plate-type transfer floor of superstructure after one kind, which is characterized in that including first layer RC change-over panel (1) and
Two layers of RC change-over panel (2) are formed between first layer RC change-over panel (1) and second layer RC change-over panel (2) by frame column (3) support
Hollow layer (4)；
The first layer RC change-over panel (1) is located at frame column (3) bottom and is connected with substructure (5), second layer RC conversion
Plate (2) is located at the top of frame column (3) and is connected with superstructure (6)；
The thickness of the first layer RC change-over panel (1) is less than the thickness of second layer RC change-over panel (2), second layer RC change-over panel
(2) concealed beam (8) are provided in；
After-pouring shear wall (11), energy dissipating shear wall (9) and frictiona damping mechanism (10) are provided in the hollow layer (4)；
The frictiona damping mechanism (10) includes frcition damper (10-1), and the quadrangle of frcition damper (10-1) is separately connected
There is one end of support rod (10-2), the other end of support rod (10-2) is connected with attachment base (10-3,10-4) respectively, a pair of connection
Seat (10-3) is mounted on the upper surface of first layer RC change-over panel (1), and another pair attachment base (10-4) is mounted on for connecting conversion
In the coupling beam (12) of after-pouring shear wall (11) in layer (7), coupling beam (12) is located at the lower surface of second layer RC change-over panel (2),
Four attachment bases (10-3,10-4) are that symmetrical centre is symmetrically laid with frcition damper (10-1)；
The energy dissipating shear wall (9) is laid in hollow layer (4) between the frame column (3) of conversion layer (7) four corners, is disappeared
Energy shear wall (9) is connected with concealed beam (8), energy dissipating shear wall (9) L-shaped, hollow or I-shaped on each angle of conversion layer (7)
Type is laid；
The frictiona damping mechanism (10) is laid in hollow layer (4) and pours shear wall behind conversion layer (7) edge
(11) between.
6. pouring the double-deck RC plate-type transfer floor of superstructure after as claimed in claim 5, which is characterized in that the first layer
RC change-over panel (1) with a thickness of 300~400mm, the second layer RC change-over panel (2) with a thickness of 600~800mm.
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| CN108952223B (en) * | 2018-09-21 | 2024-06-07 | 郑州成功财经学院 | Multi-family type residential building with thick plate type conversion layer |
| CN112227715A (en) * | 2020-10-21 | 2021-01-15 | 贵州建工集团第一建筑工程有限责任公司 | Construction method of section steel concrete conversion truss shear wall |
| CN113502909B (en) * | 2021-07-26 | 2023-03-07 | 中国建筑第二工程局有限公司 | Intelligent building energy-saving house and construction method |
| CN113494148B (en) * | 2021-09-08 | 2021-12-07 | 中国船舶重工集团国际工程有限公司 | Large-span conversion truss-shear wall structure and construction process |
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