CN207376945U - A kind of concrete prefabricated wallboard of steel bar girder and structural system - Google Patents
A kind of concrete prefabricated wallboard of steel bar girder and structural system Download PDFInfo
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- CN207376945U CN207376945U CN201721074256.2U CN201721074256U CN207376945U CN 207376945 U CN207376945 U CN 207376945U CN 201721074256 U CN201721074256 U CN 201721074256U CN 207376945 U CN207376945 U CN 207376945U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 132
- 239000010959 steel Substances 0.000 title claims abstract description 132
- 239000004567 concrete Substances 0.000 title claims abstract description 63
- 230000002787 reinforcement Effects 0.000 claims abstract description 56
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 42
- 210000002435 tendon Anatomy 0.000 claims abstract description 4
- 239000010410 layer Substances 0.000 claims description 33
- 238000005265 energy consumption Methods 0.000 claims description 16
- 238000013016 damping Methods 0.000 claims description 11
- 239000011150 reinforced concrete Substances 0.000 claims description 8
- 238000003466 welding Methods 0.000 claims description 7
- 239000010881 fly ash Substances 0.000 claims description 6
- 210000003205 muscle Anatomy 0.000 claims description 6
- 239000004033 plastic Substances 0.000 claims description 6
- 229920003023 plastic Polymers 0.000 claims description 6
- 230000008929 regeneration Effects 0.000 claims description 6
- 238000011069 regeneration method Methods 0.000 claims description 6
- 230000015271 coagulation Effects 0.000 claims description 4
- 238000005345 coagulation Methods 0.000 claims description 4
- 229910045601 alloy Inorganic materials 0.000 claims description 3
- 239000000956 alloy Substances 0.000 claims description 3
- 239000004568 cement Substances 0.000 claims description 3
- 239000011247 coating layer Substances 0.000 claims description 3
- 239000004576 sand Substances 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 9
- 238000009415 formwork Methods 0.000 abstract description 3
- 238000004804 winding Methods 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 241001669679 Eleotris Species 0.000 description 2
- 210000000988 bone and bone Anatomy 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 238000009432 framing Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
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Abstract
A kind of concrete prefabricated wallboard of steel bar girder and structural system, wherein the prefabricated panel includes steel bar girder skeleton and the R.C. wall board being cast in outside steel bar girder skeleton；The steel bar girder skeleton includes winding up steel reinforcement cage, lower edge steel reinforcement cage and is connected to the vertical reinforcement cage to wind up between steel reinforcement cage and lower edge steel reinforcement cage both ends；Oblique reinforcing bar is additionally provided in the frame surrounded in the steel reinforcement cage that winds up, lower edge steel reinforcement cage and vertical reinforcement cage；The oblique reinforcing bar is formed for tendon or steel reinforcement cage；The surrounding side of the concrete prefabricated wallboard of steel bar girder is also embedded with connecting plate one；The connecting plate one is arranged along the axis direction of armored concrete prefabricated panel side.When the utility model solves traditional structural system construction shear wall, form work engineering amount is big, constructional difficulties, can not neatly coordinate that horizontal planning of building, construction period are long and the later stage removes the technical issues of difficult.
Description
Technical field
The utility model belongs to technical field of structural engineering, be related specifically to a kind of concrete prefabricated wallboard of steel bar girder and
Structural system.
Background technology
Framed-tube structure, frame-shear structure and shear wall structure are the structure type that modern high-rise building design generally uses, and are
Make these building structure that there is enough rigidity, can arrange a certain number of shear walls, sufficient amount in design structure
Shear wall building is made to possess sizable rigidity in itself.At present, common shear wall is cast-in-place into whole together with structural framing
Body.This structure has the disadvantage that：1st, form work engineering amount is big, and site operation difficulty is so as to cause project cost height；2nd, cannot
It is enough neatly to coordinate horizontal planning of building, it is unfavorable for arranging the building structure for needing larger space；3rd, cast-in-place shear wall is not easy to
Standardization, regularization, and the construction period is longer；4th, the cast-in-place shear wall later stage removes difficult.
Utility model content
The purpose of this utility model is to provide a kind of concrete prefabricated wallboard of steel bar girder and structural system, to solve tradition
Structural system construction shear wall when, form work engineering amount is big, constructional difficulties, can not neatly coordinate horizontal planning of building, apply
Work is long in time limit and the later stage removes the technical issues of difficult.
To achieve the above object, the utility model adopts the following technical solution.
A kind of concrete prefabricated wallboard of steel bar girder includes steel bar girder skeleton and is cast in outside steel bar girder skeleton
R.C. wall board；The steel bar girder skeleton include winding up steel reinforcement cage, lower edge steel reinforcement cage and being connected to wind up steel reinforcement cage and under
Vertical reinforcement cage between string steel reinforcement cage both ends；In the frame that the steel reinforcement cage that winds up, lower edge steel reinforcement cage and vertical reinforcement cage surround
Oblique reinforcing bar is additionally provided in frame；The oblique reinforcing bar is formed for tendon or steel reinforcement cage；The steel bar girder is concrete prefabricated
The surrounding side of wallboard is also embedded with connecting plate one；Axis side of the connecting plate one along armored concrete prefabricated panel side
To arrangement.
Preferably, there are one the oblique reinforcing bars, be connected to one of rectangular frame it is diagonal between or the oblique steel
Muscle at least there are two, along single diagonally disposed, and oblique reinforcing bar parallel interval is connected in rectangular frame or the oblique reinforcing bar
There are two at least, along diclinic to arranged crosswise in rectangular frame.
Preferably, rectangular frame is separated into multiple cells by the oblique reinforcing bar；The medial surface of the cell is equipped with
Consume energy layer；Wherein, filling plate is completely filled in each cell；The energy consumption layer for rubber and plastics damping layer or rubber and
Foamed plastics damping layer either high damping alloy layer or damping coating layer or cement sand bed, and on energy consumption layer, corresponding steel
The vertical slot or hole of reinforcing bar in being provided at the position of muscle mesh sheet through reinforced mesh.
Preferably, the reinforced mesh is disposed with two layers, the front side and the rear side that are located at steel bar girder skeleton respectively, and front side
Reinforced mesh and rear side reinforced mesh between by tension rib connection or the reinforced mesh be disposed with one layer, along thickness
Direction is arranged in the middle part of steel bar girder skeleton.
Preferably, the R.C. wall board is that normal concrete is either regeneration concrete or is high fly-ash coagulation
Soil.
A kind of structural system containing the concrete prefabricated wallboard of steel bar girder, includes basis, frame column, Vierendeel girder, wall
Plate and floor；One side is connected on the frame column, with wallboard and is embedded with connecting plate two；Axial direction of the connecting plate two along frame column
It sets；One side is connected on the Vierendeel girder, with wallboard and is embedded with connecting plate three；The connecting plate three is set along the axial direction of Vierendeel girder
It puts；It is connected between the wallboard and frame column by connecting plate one and connecting plate two, passes through connecting plate between wallboard and Vierendeel girder
One and connecting plate three connect；Rectangular frame is separated into multiple cells by the oblique reinforcing bar in the wallboard；The cell
Medial surface is equipped with energy consumption layer；Wherein, filled with filling plate in each cell.
Preferably, the front side of the reinforcing steel bars of wallboards truss skeleton and rear side are respectively arranged with reinforced mesh, and the steel of front side
By the steel bar girder skeleton in tension rib connection or the wallboard along thickness side between muscle mesh sheet and the reinforced mesh of rear side
To middle part be provided with reinforced mesh.
Preferably, the frame column is steel core concrete column or steel pipe reinforced column, the wherein steel in frame column
The shape managed as steel plate welded still pipe either seamless steel pipe steel pipe is circular or square or rectangle；Steel pipe armored concrete
Vertical reinforcement in column is high tensile reinforcement, and the intensity of vertical reinforcement is more than or equal to HRB345；Concrete in the Vierendeel girder is
Normal concrete is either regeneration concrete or is high fly-ash concrete；Company between the connecting plate one and connecting plate two
It is connected in overlapping welding and/or by connecting bolted-on；Connection between the connecting plate one and connecting plate three is welded for overlapping
And/or by connecting bolted-on；
The basis is reinforced concrete foundation, and basic form is isolated footing either raft foundation or beam foundation
Either box foundation or pile foundation or pile-raft foundation.
The utility model has the characteristics that and advantageous effect compared with prior art.
1st, the concrete prefabricated wallboard of steel bar girder in the utility model is using prefabrication, easy to operate, speed of application
Soon, the quantity for building template in scene is reduced compared to traditional shear wall construction so that work progress becomes simple, is easy to grasp
Make.
2nd, the concrete prefabricated wallboard of steel bar girder in the utility model is customized by factory to be processed, and precision is high, in-site installation
Speed is fast, reliable in quality, and can be equipped with according to the requirement of building horizontal layout, and flexibility is high.
3rd, the linking of the utility model working procedure is close, workable, and effect is high, installation speed is fast, and short time limit solves
Traditional shear wall construction process is more, it is complicated, and energy consumption is larger the problem of.
4th, steel bar girder can cloth according to actual needs in the concrete prefabricated wallboard of steel bar girder in the utility model
It puts, increases substantially the stress performance of structure, and one or two oblique reinforcing bars are set in rectangular frame, so make
The shear resistance and anti-seismic performance of structure are also greatly improved.
5th, the utility model is equipped with energy consumption layer in the medial surface of cell；Wherein, filling is completely filled in each cell
Plate, the design of this structure make the concrete prefabricated wallboard of steel bar girder of the utility model have larger consumption when earthquake occurs
So as to avoid overall structure more serious destruction occurs for energy ability.
6th, the concrete prefabricated wallboard of the utility model steel bar girder can be selected flexibly, and space may be selected in the form of shear wall
It is larger.
7th, the utility model is connected using connector with structural framing, and compared to traditional shear wall structure, the later stage removes letter
It is single, and green, energy conservation and environmental protection are easily repaired and replaced after destroying.
8th, the utility model is compared with traditional prefabricated panel, the fire line of structural wall increases substantially, structural wall it is anti-
Rotten performance is significantly promoted and sound effect is significantly promoted.
9th, the utility model proposes one kind to include the concrete prefabricated wallboard structural system of steel bar girder, this steel skeleton
It sets and not only contributes to the bearing capacity for promoting ordinary reinforced concrete wallboard, energy-dissipating property and be conducive to improve speed of application
And construction quality.
Description of the drawings
The utility model is described in more detail below in conjunction with the accompanying drawings.
Fig. 1 be the concrete prefabricated wallboard of the utility model steel bar girder structure in oblique reinforcing bar diagonally disposed show in single
It is intended to.
Fig. 2 is that the front and rear side of steel bar girder skeleton in Fig. 1 sets the structure diagram of reinforced mesh respectively.
Fig. 3 is the sectional view of A-A in Fig. 2.
Fig. 4 is that the middle part of steel bar girder bone through-thickness in the concrete prefabricated wallboard of the utility model steel bar girder is set
There is the horizontal section schematic diagram of reinforced mesh.
Fig. 5 be the concrete prefabricated wallboard of the utility model steel bar girder structure in oblique reinforcing bar in diclinic to X-shape cloth
The schematic diagram put.
Fig. 6 is that the front and rear side of steel bar girder skeleton in Fig. 5 sets the structure diagram of reinforced mesh respectively.
Fig. 7 be the concrete prefabricated wallboard of the utility model steel bar girder structure in oblique reinforcing bar be in the signal unidirectionally arranged
Figure.
Fig. 8 is that energy consumption layer is set in the structure of the concrete prefabricated wallboard of the utility model steel bar girder and is filled showing for plate
It is intended to.
Fig. 9 is the structural system planar structure schematic diagram in the utility model.
Figure 10 is the structure diagram that the structural system deadlight in the utility model is connected with frame column, Vierendeel girder.
Figure 11 is structural system deadlight and Vierendeel girder connecting joint structure schematic diagram in the utility model.
Reference numeral：1-reinforced mesh, 2-R.C. wall board, the 3-steel reinforcement cage that winds up, 4-lower edge steel reinforcement cage, 5-it is perpendicular
To steel reinforcement cage, 6-oblique reinforcing bar, 7-tension rib, 8-connecting plate one, 9-connecting plate two, 10-connecting plate three, 11-wallboard,
12-frame column, 13-Vierendeel girder, 14-connection bolt, 15-energy consumption layer, 16-filling plate.
Specific embodiment
As shown in figures 1-8, the concrete prefabricated wallboard of this steel bar girder includes steel bar girder skeleton and is cast in reinforcing bar
R.C. wall board 2 outside truss skeleton；The steel bar girder skeleton includes winding up steel reinforcement cage 3, lower edge steel reinforcement cage 4 and being connected to
The vertical reinforcement cage 5 to wind up between 4 both ends of steel reinforcement cage 3 and lower edge steel reinforcement cage；In the steel reinforcement cage 3 that winds up, 4 and of lower edge steel reinforcement cage
Oblique reinforcing bar 6 is additionally provided in the frame that vertical reinforcement cage 5 surrounds；The oblique reinforcing bar 6 is formed for tendon or steel reinforcement cage；Institute
The surrounding side for stating the concrete prefabricated wallboard of steel bar girder is also embedded with connecting plate 1；The connecting plate 1 is along reinforced concrete
The axis direction arrangement of native prefabricated panel side.
It is described to wind up steel reinforcement cage 3 and lower edge steel reinforcement cage 4 is collectively formed with the R.C. wall board 2 on the outside of it in the present embodiment
Sleeper is collectively formed with the R.C. wall board 2 on the outside of it in concealed beam, vertical reinforcement cage 5, the structure of concealed beam and sleeper in prefabricated panel
The raising of the bearing capacity and energy-dissipating property of paired prefabricated panel plays the role of very big.
In the present embodiment, there are one the oblique reinforcing bars 6, be connected to one of rectangular frame it is diagonal between or it is described tiltedly
To reinforcing bar 6 at least there are two, along single diagonally disposed, and 6 parallel interval of oblique reinforcing bar be connected in rectangular frame or it is described tiltedly
To reinforcing bar 6 at least there are two, along diclinic to arranged crosswise in rectangular frame.
In the present embodiment, rectangular frame is separated into multiple cells by the oblique reinforcing bar 6；The medial surface of the cell
Equipped with energy consumption layer 15；Wherein, filling plate 16 is completely filled in each cell；The energy consumption layer 15 is rubber and plastics damping layer
Either rubber and foamed plastics damping layer or high damping alloy layer or damping coating layer or cement sand bed, and in energy consumption layer
On 15, be provided at the position of corresponding reinforced mesh 1 through reinforced mesh 1 in reinforcing bar vertical slot or hole.
In the present embodiment, the reinforced mesh 1 is disposed with two layers, the front side and the rear side that are located at steel bar girder skeleton respectively,
And it is connected between the reinforced mesh 1 of front side and the reinforced mesh 1 of rear side by tension rib 7 or the reinforced mesh 1 is disposed with
One layer, through-thickness be arranged in the middle part of steel bar girder skeleton.
In the present embodiment, the R.C. wall board 2 is that normal concrete is either regeneration concrete or is high fly-ash
Concrete.
As shown in figs. 9-11, this structural system containing the concrete prefabricated wallboard of steel bar girder includes basis, frame
Column 12, Vierendeel girder 13, wallboard 11 and floor；One side, which is connected, on the frame column 12, with wallboard 11 is embedded with connecting plate 29；Institute
Connecting plate 29 is stated to set along the axial direction of frame column 12；
One side, which is connected, on the Vierendeel girder 13, with wallboard 11 is embedded with connecting plate 3 10；The connecting plate 3 10 is along frame
The axial setting of beam 13；
It is connected between the wallboard 11 and frame column 12 by connecting plate 1 and connecting plate 29, wallboard 11 and Vierendeel girder 13
Between pass through connecting plate 1 and connecting plate 3 10 and connect；Rectangular frame is separated into multiple by the oblique reinforcing bar 6 in the wallboard 11
Cell；The medial surface of the cell is equipped with energy consumption layer 15；Wherein, filled with filling plate 16 in each cell.
In the present embodiment, the front side of the 11 steel bar girder skeleton of wallboard and rear side are respectively arranged with reinforced mesh 1, and preceding
Between the reinforced mesh 1 of side and the reinforced mesh 1 of rear side by tension rib 7 connect or the wallboard 11 in steel bar girder bone
Reinforced mesh 1 is provided in the middle part of frame through-thickness.
In the present embodiment, the frame column 12 is steel core concrete column or steel pipe reinforced column, wherein frame column
Steel pipe in 12 is that the shape of steel plate welded still pipe either seamless steel pipe steel pipe is circular or square or rectangle；Steel pipe steel
Vertical reinforcement in reinforced concrete column is high tensile reinforcement, and the intensity of vertical reinforcement is more than or equal to HRB345, the connection of vertical reinforcement
Mode can be overlap joint, welding, mechanical connection；Concrete in the Vierendeel girder 13 is normal concrete or is regeneration coagulation
Soil is high fly-ash concrete；Connection between the connecting plate 1 and connecting plate 29 for overlapping welding and/or passes through
Connection bolt 14 bolts；Connection between the connecting plate 1 and connecting plate 3 10 is for overlapping welding and/or by connecting bolt
14 bolts；The basis is reinforced concrete foundation, and basic form is isolated footing either raft foundation or beam foundation
Either box foundation or pile foundation or pile-raft foundation.
Certainly in other embodiments, the frame column 12 can also be steel column either concrete column or reinforcing bar coagulation
Earth pillar.
In the present embodiment, the main reinforcement in the steel reinforcement cage 3 that winds up, lower edge steel reinforcement cage 4 and vertical reinforcement cage 5 in the wallboard 11
The outside of R.C. wall board 2 can be stretched out to connect with the frame column 12 of corresponding one side or Vierendeel girder 13.
In the present embodiment, the oblique reinforcing bar 6 in wallboard 11 collectively forms dark diagonal brace with the R.C. wall board 2 on the outside of it, this
Kind sets the stability for greatly improving wallboard 11.
In the present embodiment, connecting plate 1, connecting plate 29 and connecting plate 3 10 can be steel plate or shaped steel plate.
In the present embodiment, the floor is prefabricated reinforced concrete floor.
Certainly in other embodiments, the floor can also be precast prestressed floor either steel bar truss floor or
Profiled sheet in-situ reinforced concrete slab or cast-in-place concrete floor.
The construction method of the structural system of this concrete prefabricated wallboard of steel bar girder is as follows including step.
Step 1, construction reinforced bar concrete foundation.
Step 2, construct frame column 12 and Vierendeel girder 13, and be connected in frame column 12 with wallboard 11 on the side of one side in advance
Connecting plate 29 is buried, pre-buried connecting plate 3 10 on the side of one side is connected with wallboard 11 in Vierendeel girder 13.
Step 3, floor of constructing.
Step 4 repeats step 2 and step 3 until the top layer of agent structure.
Step 5 makes wallboard 11；Its specific method is.
Step 1, screwing steel bars truss skeleton and oblique reinforcing bar 6.
Step 2, wallboard template is installed.
Step 3, corresponded at the design position in wallboard template and be laid with steel bar girder skeleton, oblique reinforcing bar 6 and bar-mat reinforcement
Piece 1, and arrange pre-buried connecting plate 1 in the surrounding side of wallboard 11 to be produced, along the long axis direction of side.
Step 4, R.C. wall board 2 and filling 16 concrete of plate are poured, and is conserved to predetermined strength.
Step 5, wallboard template is removed.
Step 6 installs wallboard 11；Wallboard 11 is sequentially connected in the rectangular frame surrounded in frame column 12 and Vierendeel girder 13；
Connecting plate 1 on wallboard 11 is connected respectively with the connecting plate 29 on frame column 12, the connecting plate 3 10 on Vierendeel girder 13.
In the present embodiment, oblique reinforcing bar 6 described in step 3 is along single angularly disposed or diclinic to arranged in a crossed manner；The steel
Muscle mesh sheet 1 is double steel bar mesh sheet or individual layer reinforced mesh；The cell that the oblique reinforcing bar 6 is surrounded with rectangular frame it is interior
Energy consumption layer 15 is set on side.
In the present embodiment, the rebar surface in the steel bar girder skeleton, oblique reinforcing bar 6 and reinforced mesh 1 is painted with bottom
Paint or be electroplate with anti-corrosion material；Maintenance in the step 4 is steam-cured using pressurizeing.
The way of realization that content described in this specification embodiment only conceives utility model being enumerated, utility model
Protection domain be not construed as being only limitted to the concrete form that embodiment is stated, the protection domain of utility model covers ability
Field technique personnel according to utility model design it is conceivable that equivalent technologies mean.
Claims (8)
1. a kind of concrete prefabricated wallboard of steel bar girder, it is characterised in that：Include steel bar girder skeleton and be cast in reinforcing bar purlin
R.C. wall board outside frame skeleton（2）；
The steel bar girder skeleton includes the steel reinforcement cage that winds up（3）, lower edge steel reinforcement cage（4）And it is connected to the steel reinforcement cage that winds up（3）With
Lower edge steel reinforcement cage（4）Vertical reinforcement cage between both ends（5）；In the steel reinforcement cage that winds up（3）, lower edge steel reinforcement cage（4）With it is vertical
Steel reinforcement cage（5）Oblique reinforcing bar is additionally provided in the frame surrounded（6）；The oblique reinforcing bar（6）It is formed for tendon or steel reinforcement cage；
The surrounding side of the concrete prefabricated wallboard of steel bar girder is also embedded with connecting plate one（8）；The connecting plate one（8）Edge
The axis direction arrangement of armored concrete prefabricated panel side.
2. a kind of concrete prefabricated wallboard of steel bar girder according to claim 1, it is characterised in that：The oblique reinforcing bar
（6）There are one, be connected to one of rectangular frame it is diagonal between or the oblique reinforcing bar（6）There are two at least, along monocline to
Arrangement, and oblique reinforcing bar（6）Parallel interval is connected in rectangular frame or the oblique reinforcing bar（6）There are two at least, along double
Diagonal cross is arranged in rectangular frame.
3. a kind of concrete prefabricated wallboard of steel bar girder according to claim 2, it is characterised in that：The oblique reinforcing bar
（6）Rectangular frame is separated into multiple cells；The medial surface of the cell is equipped with energy consumption layer（15）；Wherein, in each list
Filling plate is completely filled in first lattice（16）；The energy consumption layer（15）It is damped for rubber and plastics damping layer or rubber and foamed plastics
Layer either high damping alloy layer or damping coating layer or cement sand bed, and in energy consumption layer（15）Upper, corresponding reinforced mesh（1）
Position at be provided with through reinforced mesh（1）The vertical slot or hole of middle reinforcing bar.
4. a kind of concrete prefabricated wallboard of steel bar girder according to claim 3, it is characterised in that：The reinforced mesh
（1）It is disposed with two layers, the front side and the rear side that are located at steel bar girder skeleton respectively, and the reinforced mesh of front side（1）With the steel of rear side
Muscle mesh sheet（1）Between pass through tension rib（7）Connection or the reinforced mesh（1）It is disposed with one layer, through-thickness is arranged in
The middle part of steel bar girder skeleton.
5. a kind of concrete prefabricated wallboard of steel bar girder according to claim 1, it is characterised in that：The R.C. wall board
（2）For normal concrete it is either regeneration concrete or is high fly-ash concrete.
6. a kind of structural system of the concrete prefabricated wallboard of steel bar girder in 1-5 containing claim described in any one, bag
Basis, frame column are included（12）, Vierendeel girder（13）, wallboard（11）And floor；It is characterized in that：
The frame column（12）Upper and wallboard（11）Connection one side is embedded with connecting plate two（9）；The connecting plate two（9）Along frame
Trestle（12）Axial setting；
The Vierendeel girder（13）Upper and wallboard（11）Connection one side is embedded with connecting plate three（10）；The connecting plate three（10）Edge
Vierendeel girder（13）Axial setting；
The wallboard（11）With frame column（12）Between pass through connecting plate one（8）With connecting plate two（9）Connection, wallboard（11）With frame
It sets a roof beam in place（13）Between pass through connecting plate one（8）With connecting plate three（10）Connection；
The wallboard（11）In oblique reinforcing bar（6）Rectangular frame is separated into multiple cells；The medial surface of the cell
Equipped with energy consumption layer（15）；Wherein, filled with filling plate in each cell（16）.
7. a kind of structural system of the concrete prefabricated wallboard of steel bar girder according to claim 6, it is characterised in that：It is described
Wallboard（11）The front side of middle steel bar girder skeleton and rear side are respectively arranged with reinforced mesh（1）, and the reinforced mesh of front side（1）With
The reinforced mesh of rear side（1）Between pass through tension rib（7）Connection or the wallboard（11）In steel bar girder skeleton along thickness
Reinforced mesh is provided in the middle part of direction（1）.
8. a kind of structural system of the concrete prefabricated wallboard of steel bar girder according to claim 7, it is characterised in that：It is described
Frame column（12）For steel core concrete column or steel pipe reinforced column, wherein frame column（12）In steel pipe be steel plate welding
Steel pipe either seamless steel pipe steel pipe shape be circular or square or rectangle；Vertical steel in steel pipe reinforced column
Muscle is high tensile reinforcement, and the intensity of vertical reinforcement is more than or equal to HRB345；The Vierendeel girder（13）In concrete be common coagulation
Soil is either regeneration concrete or is high fly-ash concrete；
The connecting plate one（8）With connecting plate two（9）Between connection for overlapping welding and/or by connecting bolt（14）Bolt
It connects；The connecting plate one（8）With connecting plate three（10）Between connection for overlapping welding and/or by connecting bolt（14）Bolt
It connects；
The basis for reinforced concrete foundation, basic form for isolated footing either raft foundation or beam foundation or
Box foundation either pile foundation or pile-raft foundation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721074256.2U CN207376945U (en) | 2017-08-25 | 2017-08-25 | A kind of concrete prefabricated wallboard of steel bar girder and structural system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721074256.2U CN207376945U (en) | 2017-08-25 | 2017-08-25 | A kind of concrete prefabricated wallboard of steel bar girder and structural system |
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| Publication Number | Publication Date |
|---|---|
| CN207376945U true CN207376945U (en) | 2018-05-18 |
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ID=62342168
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107313551A (en) * | 2017-08-25 | 2017-11-03 | 姚攀峰 | A kind of concrete prefabricated wallboard of steel bar girder and structural system and its construction method |
| CN108951870A (en) * | 2018-07-26 | 2018-12-07 | 陕西建筑产业投资集团有限公司 | A kind of method of construction of the full assembly concrete shear wall structure system of low layer |
| CN110258926A (en) * | 2018-08-21 | 2019-09-20 | 李藏柱 | A kind of monolithic reinforced rack and prefabricated board and its connection structure comprising the rack |
-
2017
- 2017-08-25 CN CN201721074256.2U patent/CN207376945U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107313551A (en) * | 2017-08-25 | 2017-11-03 | 姚攀峰 | A kind of concrete prefabricated wallboard of steel bar girder and structural system and its construction method |
| CN108951870A (en) * | 2018-07-26 | 2018-12-07 | 陕西建筑产业投资集团有限公司 | A kind of method of construction of the full assembly concrete shear wall structure system of low layer |
| CN110258926A (en) * | 2018-08-21 | 2019-09-20 | 李藏柱 | A kind of monolithic reinforced rack and prefabricated board and its connection structure comprising the rack |
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