CN207063166U - A kind of assembled Mixed Architecture suitable for high residential building - Google Patents
A kind of assembled Mixed Architecture suitable for high residential building Download PDFInfo
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- CN207063166U CN207063166U CN201720880457.5U CN201720880457U CN207063166U CN 207063166 U CN207063166 U CN 207063166U CN 201720880457 U CN201720880457 U CN 201720880457U CN 207063166 U CN207063166 U CN 207063166U
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 143
- 239000010959 steel Substances 0.000 claims abstract description 143
- 238000010276 construction Methods 0.000 claims abstract description 21
- 238000009417 prefabrication Methods 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims 1
- 238000010008 shearing Methods 0.000 claims 1
- 238000013461 design Methods 0.000 abstract description 3
- 239000004744 fabric Substances 0.000 abstract description 2
- 238000012545 processing Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 6
- 239000003351 stiffener Substances 0.000 description 5
- 239000000725 suspension Substances 0.000 description 3
- 241000251468 Actinopterygii Species 0.000 description 2
- 240000002853 Nelumbo nucifera Species 0.000 description 2
- 235000006508 Nelumbo nucifera Nutrition 0.000 description 2
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- 238000011161 development Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000007689 inspection Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000011160 research Methods 0.000 description 2
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- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000035800 maturation Effects 0.000 description 1
- 238000004181 pedogenesis Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000004826 seaming Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000010998 test method Methods 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
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Abstract
The utility model discloses a kind of assembled Mixed Architecture suitable for high residential building, the building structure of architectural plane side is offset to suitable for staircase, escalator, including Steel Frame Column, girder steel, supporting construction and assembled Core Walls Structure, the Steel Frame Column is made up of concrete filled steel tube combined special-shaped column and steel core concrete column, the concrete filled steel tube combined special-shaped column is made up of at least three limb posts, and concrete filled steel tube combined special-shaped column can be embedded in construction wall without exposed；The supporting construction is made up of steel supporting component or shear wall, and the assembled Core Walls Structure is arranged in staircase and escalator, and the supporting construction is arranged at party wall and headwall；The girder steel is rigidly connected with the steel pipe concrete profiled pile, and girder steel is articulated and connected with the assembled Core Walls Structure.The utility model can solve lateral resisting member cloth in residential housing and put the problems such as easily head beam dew post, situ wet operation workload are big, building escalator noise is big and steel kind design is difficult to processing in inconvenience, room.
Description
Technical field
A kind of new structural systen of civil construction field is the utility model is related to, is to be related to a kind of be applicable specifically
In the assembled Mixed Architecture of high residential building.
Background technology
Development assembled architecture be dissolve China's steel production capacity surplus, Development of Green Building there is an urgent need to and active response
Country and local building industry policy, promote China's building industry transition and upgrade, promote new Urbanization Progress important measure and
Current demand.
China's assembled architecture mainly has assembled timber buildings, assembling type steel structure building and assembled coagulation at present
Civil engineering is built.The deficient influence of assembled timber buildings climate, geographical environment and domestic timber resources, should in Practical Project
With relatively fewer.Therefore assembling type steel structure building and assembly concrete building are still that assembled architecture develops at this stage in China
With the Main way of application, but during in the residential housing that has a large capacity and a wide range, respective insoluble problem is still suffered from.
Problem in engineer applied be present at present and mainly have in assembling type steel structure residential housing：(1) conventional steel frames are used
Or during steel frame support system, beam cross-section is larger, easily there is the phenomenon of head beam dew post, influence the using effect of house；(2)
The plate body system imperfection of steel house three, particularly stair, the noise of equipment at escalator position is larger, and sound insulation problem is not easy to locate
Reason, directly affect the livable property of house；(3) when the steel column at stair and elevator gos deep into basement due to suspension column external wrapping concrete or
Suspension column protects way, can take the size of stair evacuating width or elevator hoistways and pit, face is equally shared by all so as to increase building
Product, reduce usable floor area；(4) when for high residential building, steel house is usually due to the demand of house type, it is difficult to preferably
Setting support to form rational Lateral Resistant System.
The subject matter that assembly concrete building faces in practical application has：(1) concrete prefabricated element is typically heavy
Measure larger, transport and live crane capacity requirement height to component；(2) anchoring of full assembled splicing node, particularly reinforcing bar
Connecting node, it is still under test at present, lack maturation, safety, construction easily joint structure, Practical Project is more using perpendicular
The mode prefabricated to component cast-in-situ, cross member；(3) globality of full prefabricated concrete structure and anti-seismic performance need to be goed deep into
Research；(4) a large amount of conjunction old and new concret faces and prefabricated assembled component grouted joint, its bearing capacity and anti-seismic performance pair be present
The influence of integrality performance of the structure lacks research；(5) reinforced bar sleeve grouting jointing service check method, the inspection of built-in hanger performance
The prefabricated assembled concrete structural test method of inspection such as proved recipe method is still immature.
Utility model content
The purpose of this utility model is to overcome deficiency of the prior art, there is provided one kind is applied to high residential building
Assembled Mixed Architecture, can solve lateral resisting member cloth in residential housing put inconvenience, easy head beam dew post, existing in room
The problems such as field wet trade workload is big, building escalator noise is big and steel kind design is difficult to processing, so as to reach quickening speed of application, carry
High industrialized level, solves the problems, such as the purpose that existing structure system did not applied to and improved the livable property of residential housing in house.
The purpose of this utility model is achieved through the following technical solutions：
A kind of assembled Mixed Architecture suitable for high residential building, it is offset to suitable for staircase, escalator
The building structure of architectural plane side, including Steel Frame Column, girder steel, supporting construction and assembled Core Walls Structure, the Steel Frame Column
It is made up of concrete filled steel tube combined special-shaped column and steel core concrete column, the concrete filled steel tube combined special-shaped column is by least three limbs
Post forms, and concrete filled steel tube combined special-shaped column can be embedded in construction wall without exposed；The supporting construction by steel supporting component or
Shear wall is formed, and the assembled Core Walls Structure is arranged in staircase and escalator, and the supporting construction is arranged at party wall and end
Wall；The girder steel is rigidly connected with the steel pipe concrete profiled pile, and girder steel is articulated and connected with the assembled Core Walls Structure.
Further, the concrete filled steel tube combined special-shaped column by the arrangement of the limb post position be divided into L-shaped, T-shaped and
The cross section of cross, the limb post and the steel core concrete column is rectangular or square.Pass through connection between the post limb
Plate is connected with floor, and the floor is made up of steel plate, and the connecting plate is by having hole steel plate or non-porous steel plate to form.
Further, the girder steel is H-shaped girder steel.
Further, the assembled Core Walls Structure is made up of concrete or steel plate, is made using integral prefabricated mode
Or it is made by fabricated shear wall by constructing connection.
Further, the steel supporting component using monocline support, cross support or timbering with rafter arch sets it is therein a kind of or
Several forms.Welding is used between the steel supporting component and concrete filled steel tube combined special-shaped column, girder steel, bolt weldering is combined or full spiral shell
Bolt connected mode connects.
Further, the shear wall is using the steel plate shear force wall of prefabrication system, concrete shear force wall or steel plate and mixed
The shear wall to be formed closes in solidifying local soil type.
Further, connected between the shear-wall element by steel node；Lead between the assembled Core Walls Structure unit
Cross the connection of steel node.
Compared with prior art, beneficial effect caused by the technical solution of the utility model is：
(1) Steel Frame Column uses special-shaped column composed of concrete-filled square steel tubes in the utility model, and column section is small, it is ensured that room
Between in do not reveal post, more preferably meet the requirement of residential housing and livable performance；(2) escalator position in building uses prefabricated dress
With formula core wall structure, avoid steel kind design external wrapping concrete or suspension column protection way takes stair evacuating width or elevator hoistways
The problem of with the size of pit, and noise is smaller；(3) assembled Core Walls Structure on-site consolidation, is greatly reduced existing by prefabrication
Field wet trade, accelerates speed of application, improves industrialized level；(4) it is directed to building escalator in residential housing and usually biases band
The construction torsion problem come, this structural system improve the rigidity of structure using a small amount of supporting construction, and its negligible amounts, arrangement is conveniently.
Brief description of the drawings
Fig. 1 is structural system floor map of the present utility model；
Fig. 2 is the facade arrangement schematic diagram of the utility model specific embodiment light plate shear wall；
Fig. 3 is the facade arrangement schematic diagram of limb column braces in the utility model specific embodiment；
Fig. 4 is framework of the present utility model and Core Walls Structure connection diagram；
Fig. 5 be in Fig. 1 A-A to cross section structure diagram；
Fig. 6 is the cross-sectional view of L-shaped concrete filled steel tube combined special-shaped column in the utility model；
Fig. 7 is the cross-sectional view of the concrete combined special-shaped post of teeprofile in the utility model；
Fig. 8 is the post cross-sectional view that cross tube is concrete combined special-shaped in the utility model.
Reference：1-L shape concrete filled steel tube combined special-shaped columns, 2-T shape concrete filled steel tube combined special-shaped columns, 3- cross
Concrete filled steel tube combined special-shaped column, 4- supporting constructions, 5- assembled Core Walls Structures, 6- Steel Frame Columns, 7- girder steels, 8- girder steels laterally add
Strength rib, 9- longitudinal stiffeners, 10- horizontal stiffeners, 11- fish platees, 12- high-strength bolts, 13- steel supporting components, 14- hinged segments
Point, 15- assembled Core Walls Structure units, 16- assembled Core Walls Structure units, 17- assembled Core Walls Structure units line of demarcation, 18- elevators
Door opening；19- sides limb post；20- centers limb post；21 be connecting plate；22 be floor
Embodiment
In order to further appreciate that utility model content, feature and effect of the present utility model, following instance is hereby enumerated, and match somebody with somebody
It is as follows to close accompanying drawing detailed description：
Refer to Fig. 1-Fig. 8, a kind of assembled Mixed Architecture suitable for high residential building, including Steel Frame Column
6th, girder steel 7, supporting construction 4 and assembled Core Walls Structure 5, Steel Frame Column 6 is by pipe concrete combined special-shaped column and steel core concrete column
Form, concrete filled steel tube combined special-shaped column is divided into L-shaped by the arrangement of side limb post 19 and center Zhi Zhu20 positions in the present embodiment
The concrete combined special-shaped post 2 of concrete filled steel tube combined special-shaped column 1, teeprofile and the concrete combined special-shaped post 3 of cross tube,
Connected between side limb post 19 and center limb post 20 by connecting plate 21 and floor 22, floor 22 is made up of steel plate, and connecting plate 21 can
By thering is hole steel plate or non-porous steel plate to form.The cross section of limb post and the steel core concrete column is square in the present embodiment, its
Construction wall can be embedded in without exposed；Supporting construction 4 is made up of steel supporting component or shear wall, and supporting construction 4 is arranged at a point family
Wall and headwall；Assembled Core Walls Structure 5 is arranged in staircase and escalator.Steel section is used between shear wall and assembled Core Walls Structure
Point.
Fig. 1 is the utility model structural system floor map.As illustrated, escalator is according to common house in the system
House type arrangement is offset to plane side, and the assembling of integrated precast is completely or partially arranged in staircase and escalator stair shaft position
Formula Core Walls Structure 5 or the prefabricated assembled shear wall of arrangement form Core Walls Structure, and shear wall is the steel plate shear force wall, mixed using prefabrication system
The shear wall of the shear wall of solidifying native shear wall or steel plate and Combined concrete, steel plate and Combined concrete includes diversified forms, can
To be to form concreting between two blocks of steel plates；One block of steel plate of placement between two blocks of steel plates is may also be, both sides pour mixed
Solidifying soil formation etc.；Concrete filled steel tube combined special-shaped column form is with size according to the location of post, digging hole in wall situation and lotus
Load situation etc. is comprehensive to be determined.
Fig. 2 is provided with the steel plate shear force wall partial schematic diagram put more energy into.Steel plate shear force wall is by longitudinal stiffener 9 on steel plate, plate
Formed with horizontal stiffener 10.Set and weld fish platee 11 on the inside of the post of steel plate shear force wall in advance, steel plate shear force wall passes through high-strength
Bolt 12 is connected with two newel posts.Steel plate shear force wall also can select non-stiffened steel plate shear wall or other conjunctions by calculating with detailing requiments
The steel plate shear force wall of the steel plate shear force wall of reason form, steel plate and Combined concrete, in the present embodiment, steel plate shear force wall upper-lower position
Girder steel transverse stiffener 8 is provided between the girder steel 7 at place.
Fig. 3 is limb intercolumniation cross support partial schematic diagram.Support as steel supporting component 13, one end and every layer of bottom post phase
Even, one end is connected with this layer of top girder steel 7.Girder steel 7 is H profile steel beam in the present embodiment, and its sectional dimension will by calculating and constructing
Ask determination, girder steel 7 and concrete filled steel tube combined special-shaped column the mode such as are connected by external rib circular board node and be rigidly connected.The girder steel
Node is penetrated with concrete filled steel tube single-column by dividing plate to be connected.The girder steel is cut with scissors with assembled Core Walls Structure by modes such as built-in fittings
Connect in succession.
The connection of steel supporting component 13 and concrete filled steel tube combined special-shaped column, girder steel 7 can use welding, bolt weldering combines or entirely
The forms such as bolt connection, determined by calculating and detailing requiments.Supporting member 13 also can select list by calculating with digging hole in wall situation
Diagonal brace, cross support, timbering with rafter arch sets or other supporting forms.
As shown in Figure 4, Figure 5, type of attachment is unlimited between girder steel 7 and assembled Core Walls Structure 5, need to ensure as hinged structures.
Assembled Core Walls Structure 5 can use assembly concrete Core Walls Structure, integral prefabricated assembly concrete Core Walls Structure, be sheared by assembled
Wall is by constructing the forms such as the assembled Core Walls Structure that is formed by connecting and steel plate Core Walls Structure, and seaming position is per more than high layer by layer 1/
At 3 floor heights.Girder steel 7 is rigidly connected with steel pipe concrete profiled pile, and girder steel 7 is hingedly connected with hinged segments with assembled Core Walls Structure 5
Point 14, assembled Core Walls Structure unit 15 connects with assembled Core Walls Structure unit 16 at assembled Core Walls Structure unit line of demarcation 17,
Position relationship between elevator door opening 18 and assembled Core Walls Structure 5 also shows Fig. 4, shown in Fig. 5.Steel supporting component and Special-Shaped Column,
The connection of girder steel can be determined using forms such as welding, bolt weldering combination or full bolt connections by calculating and detailing requiments.
Fig. 6-Fig. 8 is the concrete filled steel tube combined special-shaped column cross-sectional view of different cross section form.Concrete-Filled Square Steel Tube
Combined special-shaped column is made up of concrete-filled steel square tubular column limb, connecting plate and floor, and each combined special-shaped column post limb is welded by connecting plate
Connect in succession, ensure that connecting plate is stable every certain altitude arrangement floor according to detailing requiments between connecting plate and post limb.In post lotus
When carrying larger, limb intercolumniation can be connected by two steel plates, filling concrete is used in the cavity that two steel plates are formed with limb post
It is closely knit.
The utility model is not limited to embodiments described above.The description to embodiment is intended to describe above
With explanation the technical solution of the utility model, above-mentioned embodiment is only schematical, is not restricted.
In the case of not departing from the utility model aims and scope of the claimed protection, one of ordinary skill in the art is in this practicality
The specific conversion of many forms can be also made under new enlightenment, these are belonged within the scope of protection of the utility model.
Claims (9)
1. a kind of assembled Mixed Architecture suitable for high residential building, it is characterised in that suitable for staircase, elevator
Between be offset to the building structure of architectural plane side, including Steel Frame Column, girder steel, supporting construction and assembled Core Walls Structure, it is described
Steel Frame Column is made up of concrete filled steel tube combined special-shaped column and steel core concrete column, and the concrete filled steel tube combined special-shaped column is by extremely
Few three limb posts composition, concrete filled steel tube combined special-shaped column can be embedded in construction wall without exposed；The supporting construction is by steel branch
Support component or shear wall to form, the assembled Core Walls Structure is arranged in staircase and escalator, and the supporting construction is arranged at point
Family wall and headwall；The girder steel is rigidly connected with the steel pipe concrete profiled pile, and girder steel is hinged with the assembled Core Walls Structure
Connection.
A kind of 2. assembled Mixed Architecture suitable for high residential building according to claim 1, it is characterised in that
The concrete filled steel tube combined special-shaped column is divided into L-shaped, T-shaped and cross by the arrangement of the limb post position, the limb post and
The cross section of the steel core concrete column is rectangular or square.
A kind of 3. assembled Mixed Architecture suitable for high residential building according to claim 2, it is characterised in that
Connected between the limb post by connecting plate with floor, the floor is made up of steel plate, and the connecting plate is by having hole steel plate or nothing
Hole steel plate is formed.
A kind of 4. assembled Mixed Architecture suitable for high residential building according to claim 1, it is characterised in that
The girder steel is H-shaped girder steel.
A kind of 5. assembled Mixed Architecture suitable for high residential building according to claim 1, it is characterised in that
The assembled Core Walls Structure is made up of concrete or steel plate, is made using integral prefabricated mode or by fabricated shear wall
It is made by constructing connection.
A kind of 6. assembled Mixed Architecture suitable for high residential building according to claim 1, it is characterised in that
The steel supporting component is using monocline support, cross support or timbering with rafter arch sets's one or more of forms therein.
A kind of 7. assembled Mixed Architecture suitable for high residential building according to claim 1, it is characterised in that
The shear wall is the shearing formed using the steel plate shear force wall of prefabrication system, concrete shear force wall or steel plate and Combined concrete
Wall.
8. according to a kind of assembled Mixed Architecture suitable for high residential building of claim 1 or 6, its feature exists
In being combined or full bolt connection using welding, bolt weldering between the steel supporting component and concrete filled steel tube combined special-shaped column, girder steel
Mode connects.
A kind of 9. assembled Mixed Architecture suitable for high residential building according to claim 1, it is characterised in that
Connected between the shear-wall element by steel node；Connected between the assembled Core Walls Structure unit by steel node.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720880457.5U CN207063166U (en) | 2017-07-19 | 2017-07-19 | A kind of assembled Mixed Architecture suitable for high residential building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720880457.5U CN207063166U (en) | 2017-07-19 | 2017-07-19 | A kind of assembled Mixed Architecture suitable for high residential building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207063166U true CN207063166U (en) | 2018-03-02 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720880457.5U Expired - Fee Related CN207063166U (en) | 2017-07-19 | 2017-07-19 | A kind of assembled Mixed Architecture suitable for high residential building |
Country Status (1)
| Country | Link |
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| CN (1) | CN207063166U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107386447A (en) * | 2017-07-19 | 2017-11-24 | 天津大学 | A kind of assembled Mixed Architecture suitable for high residential building |
| CN113789924A (en) * | 2021-09-23 | 2021-12-14 | 山东大学 | Fast-assembly steel structure staircase and installation method |
| CN116290373A (en) * | 2022-12-06 | 2023-06-23 | 同圆设计集团股份有限公司 | Steel frame assembled house system of trapezoid concrete filled steel tubular column and construction method |
-
2017
- 2017-07-19 CN CN201720880457.5U patent/CN207063166U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107386447A (en) * | 2017-07-19 | 2017-11-24 | 天津大学 | A kind of assembled Mixed Architecture suitable for high residential building |
| CN113789924A (en) * | 2021-09-23 | 2021-12-14 | 山东大学 | Fast-assembly steel structure staircase and installation method |
| CN116290373A (en) * | 2022-12-06 | 2023-06-23 | 同圆设计集团股份有限公司 | Steel frame assembled house system of trapezoid concrete filled steel tubular column and construction method |
| CN116290373B (en) * | 2022-12-06 | 2024-04-26 | 同圆设计集团股份有限公司 | Steel frame assembled house system of trapezoid concrete filled steel tubular column and construction method |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 300073 Tianda architectural creative building (Science Park), No.192 Anshan West Road, Nankai District, Tianjin Patentee after: Tianjin University architectural design and Planning Research Institute Co.,Ltd. Patentee after: Tianjin University Address before: No.192 Anshan West Road, Nankai District, Tianjin 300073 Patentee before: TIANJIN University RESEARCH INSTITUTE OF ARCHITECTRUAL DESIGN & URBAN PLANNING Patentee before: Tianjin University |
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180302 |