CN207377233U - A kind of triple Aseismic Structure Systems of preprocessing - Google Patents
A kind of triple Aseismic Structure Systems of preprocessing Download PDFInfo
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- CN207377233U CN207377233U CN201720498432.9U CN201720498432U CN207377233U CN 207377233 U CN207377233 U CN 207377233U CN 201720498432 U CN201720498432 U CN 201720498432U CN 207377233 U CN207377233 U CN 207377233U
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Abstract
The utility model discloses a kind of triple Aseismic Structure Systems of preprocessing, which includes structural column, girder steel, member in shear memory, connector, floor and basis；On the basis of structural column is arranged on, girder steel is arranged between adjacent structure column；The girder steel is the girder steel that the end edge of a wing locally weakens, and is active energy consumption girder steel, and the end edge of a wing locally weakens；The member in shear memory includes support or wallboard, supports by the way that connector is supported to be connected with structural column or girder steel, wallboard is connected by wall board connector with structural column and/or girder steel, and floor is connected with girder steel.The triple Aseismic Structure Systems of preprocessing provided by the utility model and its construction method, Aseismic Structure System improve structural system shock resistance using three protection；The structural column of configuration has fire protecting performance；Structural system is reasonable, and most components can industrialize preprocessing, shortens construction period, improves construction efficiency.
Description
Technical field
The utility model is related to structural engineering technical field more particularly to a kind of triple anti-seismic structure bodies of preprocessing
System.
Background technology
Building industrialization is the emphasis of nation-building development,《Chinese center State Council strengthens urban planning on further
Several opinions of implementation management work》（On 2 6th, 2016）It explicitly points out " wideling popularize assembled architecture ", " encourage building enterprise
Industry fabricated construction, assembled in situ.Building national grade assembled architecture production base.", " increasing policy supporting dynamics strives using
10 years or so time, the ratio that assembled architecture accounts for new building is made to reach 30%.The mainstream structure of building industrialization at present is portion
Divide prefabricated, edge member region（Node region）Cast-in-place shear wall structure system, good integrity of constructing, cost is relatively low,
It is economical and practical, there is good durability and fire resistance, but quality control on construction difficulty is larger, construction period is longer, tension
Intensity is low, and anti-seismic performance is poor, and ductility is poor under geological process, and brittle break easily occurs.
China is the country that earthquake more than one occurs simultaneously, earthquake disaster be cause China resident injures and deaths disaster most from
Right disaster, casualties, property loss are the main losses in earthquake disaster wherein caused by megaseisms disaster.Wenchuan earthquake causes
About 8.7 ten thousand people are dead or missing, and about 37.5 ten thousand people are injured, due to limits such as current economic condition, technical merit, division managements
System, earthquake reply is main in the practice of antidetonation concentrates building structure seismic resistance field, this is far from for tackling megaseisms disaster
No more.It will replace GB18306-2001 versions《Earthquake In China moves parameter zoning map》Exposure draft（2012-4-9）
Introduce pole rarely occurred earthquake.
A kind of suitable building industrialization technology how is found, that is, meets industrialization construction requirements, and big shake can be successfully managed
Even megaseisms is institute's facing challenges in building industrialization.
Utility model content
The purpose of this utility model is for above-mentioned technical problem, provides a kind of triple Aseismic Structure Systems of preprocessing,
It is protected using three, improves the shock resistance of structural system；The steel pipe reinforced column of configuration has good fire protecting performance；
Structural system is reasonable, and most components can industrialize preprocessing, shortens construction period, improves construction efficiency.
The technical solution of the utility model
In order to solve the above technical problems, the triple Aseismic Structure Systems of a kind of preprocessing provided by the utility model include structure
Column, girder steel, member in shear memory, connector, floor and basis；On the basis of structural column is arranged on, girder steel be arranged on adjacent structure column it
Between；The structural column is steel pipe reinforced column, and the girder steel is the girder steel that the end edge of a wing locally weakens, and is active consumption
Energy girder steel, the end edge of a wing locally weaken；The member in shear memory includes support or wallboard, supports by supporting connector and structure
Column or girder steel connection, wallboard are connected by wall board connector with structural column and/or girder steel, and floor is connected with girder steel.Wherein, support
Connector is referred to as connector with wall board connector.Member in shear memory forms Aseismic Structure System the first line of defence, and the girder steel is
Aseismic Structure System second defence line, the steel pipe reinforced column be Aseismic Structure System three lines of defence, preprocessing three
The setting of weight Aseismic Structure System three lines of defence effectively increases the shock resistance of structural system.
Further, the girder steel includes weakening section and non-weakening section；Wherein, section is weakened as top flange plate weakening, bottom wing
Listrium weakens or weakens simultaneously up and down.
Further, the edge of a wing of the weakening section is the combination of straight line, curve or straight line and curve.
Further, the width for weakening section is 50-1000mm, and the depth for weakening section is 5-500mm.
Further, the support is normal steel structure support or buckling restrained brace, and the wallboard is out of plane constraint steel
Plate shear wall, prefabricated steel reinforced concrete wall panel, prefabricated reinforced concrete wall panel, the reinforced concrete of built-in steel unbond brace
The reinforced concrete wall panel of cob wall plate or built-in bracing members, the floor is prefabricated reinforced concrete floor, precast prestressed building
Plate, steel bar truss floor, profiled sheet, in-situ reinforced concrete slab or cast-in-place concrete floor.
Further, the node that the structural column and girder steel are formed includes steel pipe, longitudinal reinforcement, stirrup, and inner ring plate is interior vertical
To ribbed stiffener；The inner ring that vertical muscle is welded on stirrup forms a steel reinforcement cage, and steel reinforcement cage is located at the inside of steel pipe；Steel duct pours
There is concrete；Inner ring plate is arranged between steel pipe and stirrup, and interior longitudinal stiffener is welded between inner ring plate and steel pipe；The steel
Pipe welds with girder steel, is bolted or welds and combined with being bolted.
Further, the shape of the steel pipe be circular, square, rectangle, ellipse, polygon or abnormity, inside
The concrete poured is normal concrete, regeneration concrete or high fly-ash concrete.
Meanwhile disclosed herein as well is a kind of triple Aseismic Structure Systems of preprocessing include structural column, girder steel, shearing resistance structure
Part, connector, floor and basis；On the basis of structural column is arranged on, girder steel is arranged between adjacent structure column；The structural column is
Steel core concrete column, the girder steel are the girder steel that the end edge of a wing locally weakens, for active energy consumption girder steel, end edge of a wing office
Portion weakens；The member in shear memory includes support or wallboard, supports by the way that connector is supported to be connected with structural column or girder steel, wallboard leads to
It crosses wall board connector to be connected with structural column and/or girder steel, floor is connected with girder steel.Wherein, connector and wall board connector are supported
It is referred to as connector.Member in shear memory forms Aseismic Structure System the first line of defence, and the girder steel is Aseismic Structure System second
Defence line, the steel core concrete column be Aseismic Structure System three lines of defence, the triple Aseismic Structure System threes lines of defence of preprocessing
Setting, effectively increase the shock resistance of structural system.
Further, the girder steel includes weakening section and non-weakening section；Wherein, section is weakened as top flange plate weakening, bottom wing
Listrium weakens or weakens simultaneously up and down.
Further, the edge of a wing of the weakening section is the combination of straight line, curve or straight line and curve.
Further, the width for weakening section is 50-1000mm, and the depth for weakening section is 5-500mm.
Further, the support is buckling restrained brace, and the wallboard is out of plane constraint steel plate shear force wall, prefabricated steel
Reinforced concrete wall panel, prefabricated reinforced concrete wall panel, the reinforced concrete wall panel of built-in steel unbond brace or built-in steel branch
The reinforced concrete wall panel of support, the floor for prefabricated reinforced concrete floor, precast prestressed floor, steel bar truss floor,
Profiled sheet, in-situ reinforced concrete slab or cast-in-place concrete floor.
Further, the concrete that the steel core concrete column includes steel pipe and steel duct pours；Outside the steel pipe
Shape is circular, square, rectangle, ellipse, polygon or abnormity, inside the concrete that pours be normal concrete, regenerate
Concrete or high fly-ash concrete.
The utility model advantageous effect：
A kind of triple Aseismic Structure Systems of preprocessing provided by the utility model and its construction method, rational in infrastructure, tool
There is following advantageous effect：
（1）The collapse resistant capacity in house is improved, this structure combines steel reinforced concrete tube structure steel structure earthquake-resistant
Advantage, and triple anti-vibration defense lines are used, more common reinforced concrete building anti-seismic performance increases substantially so that house is on ground
Earthquake centre is not easy to collapse.
（2）The fire resistance property in house is improved, steel pipe Fire Resistance of Reinforced Concrete Columns is much better than common steel construction, is
Personnel escape in a fire provides good condition, and especially the fire in earthquake centre has special advantage over the ground, can effectively reduce
Earthquake, the injury of personnel under fire coupling and property loss.
（3）Improve the efficiency of construction and the reparation in house, most components in Aseismic Structure System can be prefabricated in advance
Processing, can effectively shorten the process-cycle, improve construction efficiency；House has recyclability, after big shake, it is only necessary to replace
Reparation can be completed in the wallboard of destruction or support.
Description of the drawings
By the detailed description made in conjunction with the following drawings, the above-mentioned advantage of the utility model will be apparent and more hold
Readily understood, these attached drawings are simply schematical, are not intended to limit the utility model, wherein：
Fig. 1 is the top view of the utility model Aseismic Structure System；
Fig. 2 is the elevation of the support of the utility model；
Fig. 3 is the elevation of the wallboard of the utility model；
Fig. 4 is the top view of Fig. 3；
Fig. 5 is the sectional view of the concrete column of the utility model；
Fig. 6 is concrete column（Steel reinforcement cage is passed through from middle part）With the connection diagram of girder steel；
Fig. 7 is concrete column（Steel reinforcement cage is passed through from diaphragm plate）With the connection diagram of girder steel.
In attached drawing, the component representated by each label is as follows：
1. structural column；1-1. steel pipe；1-2. indulges muscle；1-3. stirrup；1-4. inner ring plate；Longitudinal stiffener in 1-5.；2. steel
Beam；2-1. weakens section；The non-weakening sections of 2-2.；3. support；4. connector；4-1. wall board connector；4-2. supports connector；5. wall
Plate；6. floor.
Specific embodiment
With reference to specific embodiments and the drawings to a kind of triple Aseismic Structure Systems of preprocessing of the utility model and its
Construction method is described in detail.
The embodiment recorded herein is the specific specific embodiment of the utility model, for illustrating the utility model
Design, is explanatory and illustrative, should not be construed as the limit to the utility model embodiment and the scope of the utility model
System.In addition to the embodiment recorded herein, those skilled in the art can also be based on the application claims and specification institute is public
The content opened includes doing using the embodiment to recording herein using obvious other technical solutions, these technical solutions
Go out the technical solution of any obvious substitutions and modifications.
The attached drawing of this specification is schematic diagram, aids in illustrating the design of the utility model, it is schematically indicated each several part
Shape and its correlation.It note that clearly to show the structure of each component of the utility model embodiment, respectively
It is not drawn between attached drawing according to identical ratio.Identical reference marker is used to represent identical part.
Fig. 1 to Fig. 7 is the phase of a kind of triple Aseismic Structure Systems of preprocessing described in the utility model and its construction method
Close schematic diagram.
A kind of structure chart of the triple Aseismic Structure Systems of preprocessing, as shown in Figure 1, it includes structural column 1, girder steel 2, shearing resistance
Component, connector 4, floor 6 and basis.
On the basis of structural column 1 is arranged on, structural column 1 is steel pipe reinforced column, and girder steel 2 is arranged on adjacent structure column 1
Between；The girder steel 2 is the girder steel that the end edge of a wing locally weakens, and is active energy consumption girder steel, and the end edge of a wing locally weakens；
The member in shear memory includes support 3 or wallboard 5, and support connector 4-2 and wall board connector 4-1 is referred to as connector 4, support 3
By the way that connector 4-2 is supported to be connected with structural column 1 or girder steel 2, wallboard 5 passes through wall board connector 4-1 and structural column 1 and/or steel
Beam 2 connects, and floor 6 is connected with girder steel 2.
Member in shear memory forms Aseismic Structure System the first line of defence, and the girder steel 2 is Aseismic Structure System second defence line,
The steel pipe reinforced column is Aseismic Structure System three lines of defence, the triple Aseismic Structure System threes lines of defence of preprocessing
It sets, effectively increases the shock resistance of structural system, the three lines of defence of the triple Aseismic Structure Systems of preprocessing, more common steel
Reinforced concrete seismic performance of building increases substantially so that house is not easy to collapse in earthquake.
The girder steel 2 includes weakening section 2-1 and non-weakening section 2-2；Wherein, section 2-1 is weakened as top flange plate weakening, bottom wing
Listrium weakens or weakens simultaneously up and down.
The edge of a wing of the weakening section 2-1 is the combination of straight line, curve or straight line and curve.
The width for weakening section 2-1 is 50-1000mm, and the depth for weakening section 2-1 is 5-500mm.
The structural column 1 includes steel pipe reinforced column or steel core concrete column, and Fig. 2 is the support of the utility model
Elevation, the support 3 is supported for normal steel structure or buckling restrained brace；
The elevation of the wallboard, as shown in figure 3, the wallboard 5 is out of plane constraint steel plate shear force wall, prefabricated steel reinforcing bar
Concrete panel, prefabricated reinforced concrete wall panel, the reinforced concrete wall panel of built-in steel unbond brace or built-in bracing members
Reinforced concrete wall panel, the floor 6 is prefabricated reinforced concrete floor, precast prestressed floor, steel bar truss floor, die mould
Steel plate, in-situ reinforced concrete slab or cast-in-place concrete floor.Fig. 4 is the sectional view of Fig. 3.
Fig. 5 is the sectional view of the concrete column of the utility model, and the structural column 1 includes steel with the node that girder steel 2 is formed
Pipe 1-1, longitudinal reinforcement 1-2, stirrup 1-3, inner ring plate 1-4, interior longitudinal stiffener 1-5；Vertical muscle 1-2 is welded on the interior of stirrup 1-3
Circle forms a steel reinforcement cage, and steel reinforcement cage is located at the inside of steel pipe 1-1；Concrete has been poured inside steel pipe 1-1；Inner ring plate 1-4 is set
It puts between steel pipe 1-1 and stirrup 1-3, interior longitudinal stiffener 1-5 is welded between inner ring plate 1-4 and steel pipe 1-1；The steel pipe
1-1 is welded with girder steel 2, is bolted or welded and combined with being bolted.
The shape of the steel pipe 1-1 is circular, square, rectangle, ellipse, polygon or abnormity, inside pour
Concrete is normal concrete, regeneration concrete or high fly-ash concrete；Muscle 1-2 is indulged as high tensile reinforcement, vertical reinforcement intensity
Not less than HRB345.
Fig. 6 is concrete column（Steel reinforcement cage is passed through from middle part）With the connection diagram of girder steel, structural column 1 includes inner ring plate
1-4 and interior longitudinal stiffener 1-5, wherein, weaken section 2-1 to weaken simultaneously up and down, the edge of a wing for weakening section 2-1 is straight line and curve
Combination.
Fig. 7 is concrete column（Steel reinforcement cage is passed through from diaphragm plate）With the connection diagram of girder steel, structural column 1 includes inner ring
Plate 1-4 and interior longitudinal stiffener 1-5, wherein, weaken section 2-1 to weaken simultaneously up and down, the edge of a wing for weakening section 2-1 is straightway.
Simultaneously disclosed herein as well is the triple Aseismic Structure Systems of another preprocessing, also include structural column 1, girder steel 2,
Member in shear memory, connector 4, floor 6 and basis.
On the basis of structural column 1 is arranged on, structural column 1 is steel core concrete column, and girder steel 2 is arranged between adjacent structure column 1；
The girder steel 2 is the girder steel that the end edge of a wing locally weakens, and is active energy consumption girder steel, and the end edge of a wing locally weakens；It is described
Member in shear memory includes support 3 or wallboard 5, and support connector 4-2 and wall board connector 4-1 is referred to as connector 4, and support 3 passes through
Support connector 4-2 is connected with structural column 1 or girder steel 2, and wallboard 5 is connected by wall board connector 4-1 and structural column 1 and/or girder steel 2
It connects, floor 6 is connected with girder steel 2.
Member in shear memory forms Aseismic Structure System the first line of defence, and the girder steel 2 is Aseismic Structure System second defence line,
The steel core concrete column is Aseismic Structure System three lines of defence, and the triple Aseismic Structure System threes lines of defence of preprocessing are set
It puts, effectively increases the shock resistance of structural system, the three lines of defence of the triple Aseismic Structure Systems of preprocessing, more common reinforcing bar
Concrete building anti-seismic performance increases substantially so that house is not easy to collapse in earthquake.
The characteristic characteristic corresponding with above-mentioned Aseismic Structure System of other component in the triple Aseismic Structure Systems of preprocessing
It is identical.
A kind of construction method of the triple Aseismic Structure Systems of preprocessing, when structural column is steel pipe reinforced column, bag
Include following steps：
S1, construction basis；
S2, the steel pipe 1-1 on constructing structure column 1, and girder steel 2 is installed；
Specifically, structural column 1 can be steel pipe reinforced column or steel core concrete column, and girder steel 2 is end edge of a wing office
The girder steel that portion slackens.
S3 lifts floor 6；
Vertical muscle 1-2, stirrup 1-3, inner ring plate 1-4 or interior longitudinal stiffeners 1-5 inside S4, construction steel pipe 1-1；
S5 to the inside casting concrete of steel pipe 1-1, pours floorslab concrete；
S6 repeats step S2-S5, constructs to top layer；
S7 installs member in shear memory, completes the foundation of the triple Aseismic Structure Systems of preprocessing；
S8 repeats step S7 to member in shear memory and is fully completed installation.
The construction method of the triple Aseismic Structure Systems of preprocessing described above is not limited to this, can also exchange or increase and decrease
Part steps e.g., can install wallboard 5 or support 3, other steps after the construction of the steel pipe 1-1 on completing concrete column 1
It postpones；The construction method concretely comprises the following steps：
S1, construction basis；
S2, the steel pipe 1-1 of constructing structure column 1 and girder steel 2；
Specifically, structural column 1 can be steel pipe reinforced column or steel core concrete column, and girder steel 2 is end edge of a wing office
The girder steel that portion slackens.
S3 installs member in shear memory, and bolt is carried out just to twist；
S4 lifts floor 6；
S5, the reinforcing bar of constructing structure column 1；
S6 pours column concrete；
S7 pours floorslab concrete；
S8 repeats step S2~S5 to top layer；
S9 to the bolt of member in shear memory twist eventually.
Disclosed herein as well is a kind of construction method of the triple Aseismic Structure Systems of preprocessing, when structural column is steel tube concrete
During earth pillar, comprise the following steps：
S1, construction basis；
S2, the steel pipe 1-1 on constructing structure column 1, and girder steel 2 is installed；
S3 lifts floor 6；
Inner ring plate 1-4 or interior longitudinal stiffeners 1-5 inside S4, construction steel pipe 1-1；
S5 to the inside casting concrete of steel pipe 1-1, pours floorslab concrete；
S6 repeats step S2-S5, constructs to top layer；
S7 installs member in shear memory, completes the foundation of the triple Aseismic Structure Systems of preprocessing；
S8 repeats step S7 to member in shear memory and is fully completed installation.
In the triple Aseismic Structure System construction methods of preprocessing described in the utility model, most of component can be prefabricated
Processing can so reduce construction period, improve construction efficiency；And the concrete column used is steel pipe reinforced column,
It can improve the fire line of structural system with good fire protecting performance；Member in shear memory forms Aseismic Structure System first
Defence line, the girder steel are Aseismic Structure System second defence line, and the structural column column is Aseismic Structure System three lines of defence, is adopted
With three protection, structural system shock resistance is improved.
The utility model is not limited to the above embodiment, anyone can draw other under the enlightenment of the utility model
Various forms of products, however, make any variation in its shape or structure, it is every with identical or similar to the present application
Technical solution, all fall within the scope of protection of the utility model.
Claims (11)
1. a kind of triple Aseismic Structure Systems of preprocessing, which is characterized in that including structural column（1）, girder steel（2）, member in shear memory, even
Fitting（4）, floor（6）And basis；Structural column（1）On the basis of being arranged on, girder steel（2）It is arranged on adjacent structure column（1）Between；Institute
State structural column（1）For steel pipe reinforced column, the girder steel（2）It is active for the girder steel that the end edge of a wing locally weakens
Consume energy girder steel, and the end edge of a wing locally weakens；The member in shear memory includes support（3）Or wallboard（5）, support（3）Pass through support
Connector（4-2）With structural column（1）Or girder steel（2）Connection, wallboard（5）Pass through wall board connector（4-1）With structural column（1）With/
Or girder steel（2）Connection, floor（6）With girder steel（2）Connection；
The girder steel（2）Including weakening section（2-1）And non-weakening section（2-2）；Wherein, section is weakened（2-1）Weaken for top flange plate,
Bottom wing listrium weakens or weakens simultaneously up and down.
2. the triple Aseismic Structure Systems of preprocessing according to claim 1, which is characterized in that the weakening section（2-1）'s
The edge of a wing is the combination of straight line, curve or straight line and curve.
3. the triple Aseismic Structure Systems of preprocessing according to claim 1, which is characterized in that the weakening section（2-1）'s
Width is 50-1000mm, weakens section（2-1）Depth be 5-500mm.
4. the triple Aseismic Structure Systems of preprocessing according to claim 1, which is characterized in that the support（3）To be common
Steel structure support or buckling restrained brace, the wallboard（5）For out of plane constraint steel plate shear force wall, prefabricated steel reinforced concrete wall
Plate, prefabricated reinforced concrete wall panel, the reinforced concrete of the reinforced concrete wall panel of built-in steel unbond brace or built-in bracing members
Cob wall plate, the floor（6）For prefabricated reinforced concrete floor, precast prestressed floor, steel bar truss floor, profiled sheet,
In-situ reinforced concrete slab or cast-in-place concrete floor.
5. the triple Aseismic Structure Systems of preprocessing according to claim 1, which is characterized in that the structural column（1）With steel
Beam（2）The node of formation includes steel pipe（1-1）, longitudinal reinforcement（1-2）, stirrup（1-3）, inner ring plate（1-4）, interior longitudinal stiffener
（1-5）；Longitudinal reinforcement（1-2）It is welded on stirrup（1-3）Inner ring form a steel reinforcement cage, steel reinforcement cage is located at steel pipe（1-1）'s
It is internal；Steel pipe（1-1）Inside has poured concrete；Inner ring plate（1-4）It is arranged on steel pipe（1-1）With stirrup（1-3）Between, it is interior vertical
To ribbed stiffener（1-5）It is welded on inner ring plate（1-4）With steel pipe（1-1）Between；The steel pipe（1-1）With girder steel（2）Welding, bolt
Connection or welding are combined with being bolted.
6. the triple Aseismic Structure Systems of preprocessing according to claim 5, which is characterized in that the steel pipe（1-1）It is outer
Shape is circular, square, rectangle, ellipse, polygon or abnormity, inside the concrete that pours be normal concrete, regenerate
Concrete or high fly-ash concrete.
7. a kind of triple Aseismic Structure Systems of preprocessing, which is characterized in that including structural column（1）, girder steel（2）, member in shear memory, even
Fitting（4）, floor（6）And basis；Structural column（1）On the basis of being arranged on, girder steel（2）It is arranged on adjacent structure column（1）Between；Institute
State structural column（1）For steel core concrete column, the girder steel（2）It is active energy consumption for the girder steel that the end edge of a wing locally weakens
Girder steel, the end edge of a wing locally weaken；The member in shear memory includes support（3）Or wallboard（5）, the support（3）For buckling about
Bundle branch supports, support（3）By supporting connector（4-2）With structural column（1）Or girder steel（2）Connection, the wallboard（5）Pass through wallboard
Connector（4-1）With structural column（1）And/or girder steel（2）Connection, floor（6）With girder steel（2）Connection；
The girder steel（2）Including weakening section（2-1）And non-weakening section（2-2）；Wherein, section is weakened（2-1）Weaken for top flange plate,
Bottom wing listrium weakens or weakens simultaneously up and down.
8. the triple Aseismic Structure Systems of preprocessing according to claim 7, which is characterized in that the weakening section（2-1）'s
The edge of a wing is the combination of straight line, curve or straight line and curve.
9. the triple Aseismic Structure Systems of preprocessing according to claim 7, which is characterized in that the weakening section（2-1）'s
Width is 50-1000mm, weakens section（2-1）Depth be 5-500mm.
10. the triple Aseismic Structure Systems of preprocessing according to claim 7, which is characterized in that the support（3）For buckling
Constraint support, the wallboard（5）For out of plane constraint steel plate shear force wall, prefabricated steel reinforced concrete wall panel, precast reinforced coagulation
The reinforced concrete wall panel of cob wall plate, the reinforced concrete wall panel of built-in steel unbond brace or built-in bracing members, the floor
（6）For prefabricated reinforced concrete floor, precast prestressed floor, steel bar truss floor, profiled sheet, cast-in-situ steel reinforced concrete building
Plate or cast-in-place concrete floor.
11. the triple Aseismic Structure Systems of preprocessing according to claim 7, which is characterized in that the steel core concrete column
Including steel pipe（1-1）And steel pipe（1-1）The concrete that inside pours；The steel pipe（1-1）Shape for circular, square, rectangle,
Ellipse, polygon or abnormity, inside the concrete that pours be normal concrete, regeneration concrete or high fly-ash coagulation
Soil.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201720498432.9U CN207377233U (en) | 2017-05-08 | 2017-05-08 | A kind of triple Aseismic Structure Systems of preprocessing |
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| CN201720498432.9U CN207377233U (en) | 2017-05-08 | 2017-05-08 | A kind of triple Aseismic Structure Systems of preprocessing |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107035199A (en) * | 2017-05-08 | 2017-08-11 | 姚攀峰 | A kind of triple Aseismic Structure Systems of preprocessing and its construction method |
| CN110056123A (en) * | 2019-05-27 | 2019-07-26 | 嘉兴职业技术学院 | A kind of assembled stiffening plate having both carrying energy consumption and shearing antihunt action |
| CN111255255A (en) * | 2020-01-19 | 2020-06-09 | 华侨大学 | Anti-seismic reinforcing method for frame structure building |
-
2017
- 2017-05-08 CN CN201720498432.9U patent/CN207377233U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107035199A (en) * | 2017-05-08 | 2017-08-11 | 姚攀峰 | A kind of triple Aseismic Structure Systems of preprocessing and its construction method |
| CN110056123A (en) * | 2019-05-27 | 2019-07-26 | 嘉兴职业技术学院 | A kind of assembled stiffening plate having both carrying energy consumption and shearing antihunt action |
| CN111255255A (en) * | 2020-01-19 | 2020-06-09 | 华侨大学 | Anti-seismic reinforcing method for frame structure building |
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