CN209277287U - A kind of assembly concrete-filled steel tube wall frame building integrated morphology - Google Patents
A kind of assembly concrete-filled steel tube wall frame building integrated morphology Download PDFInfo
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- CN209277287U CN209277287U CN201822169695.2U CN201822169695U CN209277287U CN 209277287 U CN209277287 U CN 209277287U CN 201822169695 U CN201822169695 U CN 201822169695U CN 209277287 U CN209277287 U CN 209277287U
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- wall frame
- frame column
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- steel tube
- tube wall
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Abstract
The utility model discloses a kind of assembly concrete-filled steel tube wall frames to build integrated morphology, is related to building structure technology field, and each wall frame column is arranged in layer in array, and adjacent wall frame column is connected by stiffener, constitutes wall frame rod structure；Superimposed sheet is set to each wall frame column top；Each steam-aerated concrete plate is respectively arranged on immediately below each wall frame column, is supported in the top of the bottom of corresponding wall frame column and lower layer's superimposed sheet in layer at the top and bottom of steam-aerated concrete plate by girder steel respectively, constitutes support node.The utility model realizes the integrated of support construction, precast stair, peripheral plate and electric pipeline, improve the concertedness of each structure, stair, wall frame column are all made of prefabricated component, and electric pipeline is embedded in steam-aerated concrete plate in advance, improve construction efficiency, reduce difficulty of construction；The quantity of support node and position can be designed according to building structure, have good practicability.
Description
Technical field
The utility model relates to building structure technology fields, and in particular to a kind of concrete filled steel tube for assembled architecture
Wall-type frame structures.
Background technique
Assembled architecture is a kind of common modern architecture system, it replaces traditional reinforced concrete or brick are mixed to hold with steel member
Weight system has the characteristics that economize on resources, protects environment, reduces pollution, provides healthy, applicable, efficient, environmentally friendly make for people
With space and living environment.The core of assembling type steel structure building is " integrated ", the planning and designing connected using integrated technology,
The manufacturing, construction and installation, decorations and project management overall process serve the full life of design, construction, O&M, dismounting
Period.Traditional steel building is restricted by factors such as construction material and management modes fails to be formed mature building products,
Often there is the inadequate problem of structural collision, projected depth, has seriously affected construction efficiency and construction quality.By BIM technology, energy
The construction problems such as assembled architecture " Wrong, missing is touched, lacked " are enough avoided, realize assembled architecture from the integration association for being designed into O&M
With management, assembled architecture integral constructing and management level are effectively promoted.
Utility model content
The utility model provides a kind of assembled steel precisely in order to avoid above-mentioned existing deficiencies in the technology
Pipe concrete wall frame builds integrated morphology.
The utility model adopts the following technical scheme that a kind of assembly concrete-filled steel tube wall frame in order to solve the technical problem
Integrated morphology is built, each wall frame column is arranged in layer in array, and the adjacent wall frame column is connected by stiffener,
Constitute wall frame rod structure；Superimposed sheet is set to each wall frame column top；Each steam-aerated concrete plate is set respectively
Immediately below each wall frame column, layer is supported in by girder steel respectively at the top and bottom of the steam-aerated concrete plate
The top of superimposed sheet described in the bottom of the interior corresponding wall frame column and lower layer constitutes support node.
Further, electric pipeline is connect with wire box, is embedded in the steam-aerated concrete plate in advance, described electrical
The end of pipeline leads to the superimposed sheet, and guides to distribution box from the superimposed sheet.
Further, peripheral plate is set to the wall frame rod structure outer rim, is located at the wall frame column, the steaming
On the outside of the girder steel at the top of pressing aero-concrete plate and the steam-aerated concrete plate.
Further, the top and bottom end of the precast stair superimposed sheet with the superimposed sheet and lower layer in layer respectively
It is connected and fixed.
Further, in steel pipe along length to setting each steel bar girder connected with it in parallel, and fill self-compacting concrete,
Constitute the wall frame column.
Further, wind up reinforcing bar and two lower edge parallel reinforced steel bar settings, and three front-end and back-end pass through company
It connects reinforcing bar and is sequentially connected frame structure triangular in shape；Abdomen muscle, institute is respectively set in described wind up between reinforcing bar and two lower edge reinforcing bars
It states abdomen muscle to be serrated structure, is fixedly connected with wind up reinforcing bar and the corresponding lower edge reinforcing bar in multipoint mode, constitutes institute
State steel bar girder.
Further, the section for stating wall frame column is in a shape, shape or shape.
Further, the distance between two adjacent described steel bar girders are 300mm, nearest apart from the steel pipe edge
The steel bar girder center at a distance from the edge be not more than 200mm.
Further, the wall frame column passes through that thick steam-aerated concrete plate is embedded, thin steam-pressing aero-concrete
The setting of plate two sides and the integrated cladding of cladding girder steel both ends setting.
Further, each pipeline hole is set on the girder steel, each pipeline hole is used to pass through for the electric pipeline.
The utility model provides a kind of assembly concrete-filled steel tube wall frame building integrated morphology, has beneficial below
Effect:
1, the integrated of support construction, precast stair, peripheral plate and electric pipeline is realized, the collaboration of each structure is improved
Property, stair, wall frame column are all made of prefabricated component, and electric pipeline is embedded in advance in steam-aerated concrete plate, improves construction
Efficiency reduces difficulty of construction；
2, it is supported in the steel pipe of wall frame column with steel bar girder, improves mobility when concrete casting, Jin Ergai
The intensity of kind casting quality and support construction；
3, structure is simple, and the quantity of support node and position can be designed according to building structure, and adaptability is good, has good
Good practicability.
Detailed description of the invention
Fig. 1 is the planar structure schematic diagram of the utility model；
Fig. 2 is the structural schematic diagram of the support node in the middle part of the utility model wall frame rod structure；
Fig. 3 is the structural schematic diagram of the support node at the utility model wall frame rod structure edge；
Fig. 4 is the section structure diagram of the first structure of the utility model wall frame column；
Fig. 5 is the section structure diagram of second of structure of the utility model wall frame column；
Fig. 6 is the section structure diagram of the third structure of the utility model wall frame column；
Fig. 7 is the structural schematic diagram of the utility model steel bar girder；
Fig. 8 is the structural schematic diagram of the utility model precast stair；
Fig. 9 is the structural schematic diagram of the utility model wall frame column and girder steel；
Figure 10 is the schematic cross-sectional view of the utility model steam-aerated concrete plate.
In figure:
1, stiffener；2, girder steel, 21, pipeline hole；3, wall frame column, 31, steel pipe, 32, steel bar girder, 321, wind up steel
Muscle, 322, lower edge reinforcing bar, 323, abdomen muscle, 33, self-compacting concrete；4, superimposed sheet；5, precast stair；6, steam-pressing aero-concrete
Plate；61, electric pipeline, 62, wire box；7, peripheral plate.
Specific embodiment
It is practical new below in conjunction with this to keep the objectives, technical solutions, and advantages of the embodiments of the present invention clearer
Type embodiment, the technical scheme in the utility model embodiment is clearly and completely described, it is clear that described implementation
Example is the utility model a part of the embodiment, instead of all the embodiments.Based on the embodiments of the present invention, this field
Those of ordinary skill's every other embodiment obtained without creative efforts, belongs to the utility model
The range of protection.
As shown in Fig. 1~Figure 10, structural relation are as follows: each wall frame column 3 is arranged in layer in array, adjacent wall type
Frame column 3 is connected by stiffener 1, constitutes wall frame rod structure；Superimposed sheet 4 is set to each 3 top of wall frame column；Each steam pressure
Air entrained concrete plate 6 is respectively arranged on immediately below each wall frame column 3, at the top and bottom of steam-aerated concrete plate 6 respectively
It is supported in the top of the bottom of corresponding wall frame column 3 and lower layer's superimposed sheet 4 in layer by girder steel 2, constitutes support node.
Preferably, electric pipeline 61 is connect with wire box 62, is embedded in steam-aerated concrete plate 6 in advance, electric pipeline
61 end leads to superimposed sheet 4, and guides to distribution box from superimposed sheet 4.
Preferably, peripheral plate 7 is set to wall frame rod structure outer rim, is located at wall frame column 3, steam-pressing aero-concrete
2 outside of girder steel at 6 top of plate 6 and steam-aerated concrete plate.
Preferably, the top and bottom end of precast stair 5 connect with the superimposed sheet 4 of superimposed sheet 4 and lower layer in layer solid respectively
It is fixed.
Preferably, in steel pipe 31 along length to setting each steel bar girder 32 connected with it in parallel, and fill self-compaction coagulation
Soil 33 constitutes wall frame column 3.
Preferably, one is winded up reinforcing bar 321 and two lower edge reinforcing bars 322 are arranged in parallel, and three front-end and back-end are logical
It crosses connection reinforcing bar and is sequentially connected frame structure triangular in shape；It winds up and abdomen is respectively set between reinforcing bar 321 and two lower edge reinforcing bars 322
Muscle 323, abdomen muscle 323 are serrated structure, and wind up reinforcing bar 321 and corresponding lower edge reinforcing bar 322 is fixedly connected in multipoint mode, structure
At steel bar girder 32.Online reinforcing bar 321, lower edge reinforcing bar 322 and abdomen muscle 323 are welded to connect.
Preferably, the section of wall frame column 3 is stated in a shape, T shape or L shape.
Preferably, the distance between two adjacent steel bar girders 32 are 300mm, the reinforcing bar nearest apart from 31 edge of steel pipe
The center of truss 32 is not more than 200mm at a distance from the edge.
Preferably, wall frame column 3 passes through that thick steam-aerated concrete plate is embedded, thin steam-aerated concrete plate two
Side setting and the integrated cladding of cladding girder steel both ends setting, since covering material flatness is preferable, integration finishing, which can be exempted, to be smeared
Ash is levelling, realizes that built in system is integrated.
Preferably, each pipeline hole 21 is set on girder steel 2, each pipeline hole 21 for electric pipeline 61 for passing through.
When specifically used, the wall thickness of steel pipe 31 is 8~14mm, and the strength grade of self-compacting concrete 33 is C30~C60；
Stiffener 1 is with a thickness of 6~20mm.
It should be noted that, in this document, relational terms such as first and second and the like are used merely to a reality
Body or operation are distinguished with another entity or operation, are deposited without necessarily requiring or implying between these entities or operation
In any actual relationship or order or sequence.Moreover, the terms "include", "comprise" or its any other variant are intended to
Non-exclusive inclusion, so that the process, method, article or equipment including a series of elements is not only wanted including those
Element, but also including other elements that are not explicitly listed, or further include for this process, method, article or equipment
Intrinsic element.In the absence of more restrictions, the element limited by sentence "including a ...", it is not excluded that
There is also other identical elements in process, method, article or equipment including the element.
Above embodiments are only to illustrate the technical solution of the utility model, rather than its limitations；Although referring to aforementioned reality
Example is applied the utility model is described in detail, those skilled in the art should understand that: it still can be to preceding
Technical solution documented by each embodiment is stated to modify or equivalent replacement of some of the technical features；And these
It modifies or replaces, the spirit and model of various embodiments of the utility model technical solution that it does not separate the essence of the corresponding technical solution
It encloses.
Claims (10)
1. a kind of assembly concrete-filled steel tube wall frame builds integrated morphology, it is characterised in that: each wall frame column (3) is in layer
Interior to be arranged in array, the adjacent wall frame column (3) is connected by stiffener (1), constitutes wall frame rod structure；Overlapping
Plate (4) is set at the top of each wall frame column (3)；Each steam-aerated concrete plate (6) is respectively arranged on each wall type frame
It is right in layer to be supported in respectively by girder steel (2) immediately below trestle (3), at the top and bottom of the steam-aerated concrete plate (6)
The top of superimposed sheet (4) described in the bottom for the wall frame column (3) answered and lower layer constitutes support node.
2. a kind of assembly concrete-filled steel tube wall frame according to claim 1 builds integrated morphology, it is characterised in that:
Electric pipeline (61) is connect with wire box (62), is embedded in the steam-aerated concrete plate (6) in advance, the electric pipeline
(61) end is led to the superimposed sheet (4), and guides to distribution box from the superimposed sheet (4).
3. a kind of assembly concrete-filled steel tube wall frame according to claim 1 builds integrated morphology, it is characterised in that:
Peripheral plate (7) is set to the wall frame rod structure outer rim, is located at the wall frame column (3), the steam pressurized coagulation
On the outside of the girder steel (2) at the top of native plate (6) and the steam-aerated concrete plate (6).
4. a kind of assembly concrete-filled steel tube wall frame according to claim 1 builds integrated morphology, it is characterised in that:
The top and bottom end of precast stair (5) connect with the superimposed sheet (4) of the superimposed sheet (4) and lower layer in layer solid respectively
It is fixed.
5. a kind of assembly concrete-filled steel tube wall frame according to claim 1 builds integrated morphology, it is characterised in that:
Along length to setting each steel bar girder (32) connected with it in parallel in steel pipe (31), and self-compacting concrete (33) are filled, constituted
The wall frame column (3).
6. a kind of assembly concrete-filled steel tube wall frame according to claim 5 builds integrated morphology, it is characterised in that:
One reinforcing bar that winds up (321) and two lower edge reinforcing bars (322) are arranged in parallel, and three front-end and back-end pass through connection reinforcing bar according to
Secondary connection frame structure triangular in shape；Abdomen muscle is respectively set between the reinforcing bar that winds up (321) and two lower edge reinforcing bars (322)
(323), the abdomen muscle (323) is serrated structure, with the reinforcing bar that winds up (321) and the corresponding lower edge reinforcing bar (322)
It is fixedly connected in multipoint mode, constitutes the steel bar girder (32).
7. a kind of assembly concrete-filled steel tube wall frame according to claim 5 builds integrated morphology, it is characterised in that:
The section for stating wall frame column (3) is in a shape, T shape or L shape.
8. a kind of assembly concrete-filled steel tube wall frame according to claim 5 builds integrated morphology, it is characterised in that:
The distance between described steel bar girder (32) of adjacent two is 300mm, the steel nearest apart from the steel pipe (31) edge
The center of muscle truss (32) is not more than 200mm at a distance from the edge.
9. a kind of assembly concrete-filled steel tube wall frame according to claim 5 builds integrated morphology, it is characterised in that:
The wall frame column (3) pass through embedded thick steam-aerated concrete plate, thin steam-aerated concrete plate two sides setting and
Coat the integrated cladding of girder steel both ends setting.
10. a kind of assembly concrete-filled steel tube wall frame according to claim 2 builds integrated morphology, feature exists
In: it is set each pipeline hole (21) on the girder steel (2), each pipeline hole (21) is used to pass through for the electric pipeline (61).
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| Application Number | Priority Date | Filing Date | Title |
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| CN201822169695.2U CN209277287U (en) | 2018-12-24 | 2018-12-24 | A kind of assembly concrete-filled steel tube wall frame building integrated morphology |
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| CN201822169695.2U CN209277287U (en) | 2018-12-24 | 2018-12-24 | A kind of assembly concrete-filled steel tube wall frame building integrated morphology |
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| CN209277287U true CN209277287U (en) | 2019-08-20 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113931487A (en) * | 2021-11-02 | 2022-01-14 | 安徽省高迪循环经济产业园股份有限公司 | Steel construction and evaporate and press aerated concrete slab assembled villa system |
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2018
- 2018-12-24 CN CN201822169695.2U patent/CN209277287U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113931487A (en) * | 2021-11-02 | 2022-01-14 | 安徽省高迪循环经济产业园股份有限公司 | Steel construction and evaporate and press aerated concrete slab assembled villa system |
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