CN106121084A - A kind of frame structure of assembled body of wall - Google Patents
A kind of frame structure of assembled body of wall Download PDFInfo
- Publication number
- CN106121084A CN106121084A CN201610662265.7A CN201610662265A CN106121084A CN 106121084 A CN106121084 A CN 106121084A CN 201610662265 A CN201610662265 A CN 201610662265A CN 106121084 A CN106121084 A CN 106121084A
- Authority
- CN
- China
- Prior art keywords
- connector
- wall
- frame structure
- steel
- assembled body
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B1/1903—Connecting nodes specially adapted therefor
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention discloses the frame structure of a kind of assembled body of wall, including a crossbeam, described crossbeam one or both ends connect cylinder, described cylinder top is fixedly installed the first connector, described beam-end is fixedly installed the second connector, described first connector and described second connector and is bolted.The frame structure of the assembled body of wall in the present invention, steel frame can be made to have good lateral resisting and the integral rigidity of steel-frame structure can be improved, and the body of wall used compared to conventional steel frame structure and post connected mode, the frame structure of the assembled body of wall in the present invention can preferably make body of wall form an entirety with steel frame structural system, thus improves the mechanical property of steel frame structural system.
Description
Technical field
The present invention relates to building structure technology field, particularly relate to the frame structure of a kind of assembled body of wall.
Background technology
The welding that many employings are simple when wall connecting of existing assembling type steel structure, does not only result in job site workload
Greatly, need operations involving high pressure, also make beam and wall integrity not enough, beam and column junction intensity also can Shortcomings, from
And causing insufficient strength at node, when stress is bigger, fragility destroys, and so how solves efficiency of assembling and node strength is existing
One big problem of modern assembling type steel structure system.
Summary of the invention
It is an object of the invention to provide the frame structure of the assembled body of wall that a kind of node strength is high, efficiency of assembling is high.
For achieving the above object, the invention provides following scheme:
The frame structure of a kind of assembled body of wall, including a crossbeam, described crossbeam one or both ends connect cylinder, described
Cylinder top is fixedly installed the first connector, and described beam-end is fixedly installed the second connector, described first connector
It is bolted with described second connector.
Optionally, described cylinder is steel column or concrete column, and described crossbeam is girder steel or beams of concrete.
Optionally, described beam-end cross section is fixedly installed a block plate, described second connector by steel plate with
Described crossbeam is fixing to be connected.
Optionally, described second connector is made by H profile steel.
The present invention achieves techniques below effect relative to prior art:
The frame structure of the assembled body of wall in the present invention, can make steel frame have good lateral resisting and can carry
The integral rigidity of high steel-frame structure, and the body of wall used compared to conventional steel frame structure and post connected mode, the present invention
In the frame structure of assembled body of wall can preferably make body of wall form an entirety with steel frame structural system, thus improve
The mechanical property of steel frame structural system.
Accompanying drawing explanation
In order to be illustrated more clearly that the embodiment of the present invention or technical scheme of the prior art, below will be to institute in embodiment
The accompanying drawing used is needed to be briefly described, it should be apparent that, the accompanying drawing in describing below is only some enforcements of the present invention
Example, for those of ordinary skill in the art, on the premise of not paying creative work, it is also possible to according to these accompanying drawings
Obtain other accompanying drawing.
Fig. 1 is present configuration schematic diagram；
Fig. 2 is that body of wall of the present invention is connected node enlarged diagram with cylinder；
Fig. 3 is cylinder schematic diagram of the present invention；
In figure, 1, cylinder；2, the second connector；3, crossbeam；4, the first connector.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Describe, it is clear that described embodiment is only a part of embodiment of the present invention rather than whole embodiments wholely.Based on
Embodiment in the present invention, it is every other that those of ordinary skill in the art are obtained under not making creative work premise
Embodiment, broadly falls into the scope of protection of the invention.
Embodiment one:
As depicted in figs. 1 and 2, the frame structure of a kind of assembled body of wall, including a crossbeam 3, described crossbeam 3 two ends connect
Having cylinder 1, described cylinder 1 top to be fixedly installed the first connector 4, described crossbeam 3 end is fixedly installed the second connector
2, described first connector 4 and described second connector 2 are bolted.
Embodiment two:
The present embodiment is the embodiment improved on the basis of embodiment one, and described cylinder 1 is concrete column, described crossbeam
3 is beams of concrete.
Described cylinder 1 is internally provided with the first framework of steel reinforcement, and described first connector 4 is by welding and the first framework of steel reinforcement
Fixing connection, then carries out concreting and makes described cylinder 1；
Described crossbeam 3 is internally provided with the second framework of steel reinforcement, and described second connector 2 is by welding and the second framework of steel reinforcement
Fixing connection, then carries out concreting and makes described crossbeam 3；
Described second connector 2 is made by H profile steel, arranges four bolts hole on the web of H profile steel；Described first even
The bolt hole matched with described second connector 2 is set on fitting 4, during installation, by the first connector 4 and the second connector 2
On bolt hole alignment and tighten with bolt.
Embodiment three:
The present embodiment is the embodiment improved on the basis of embodiment one, as it is shown on figure 3, described cylinder 1 is steel column, institute
State crossbeam 3 for girder steel.Welding one piece of first steel plate in described crossbeam 3 end cross-sectional, described second connector 2 is by described first
Steel plate welds together with described crossbeam 3.Described second connector 2 is made by H profile steel, arranges four on the web of H profile steel
Bolt hole, arranges the bolt hole matched with described second connector 2 on described first connector 4, during installation, by first even
Fitting 4 aligns with the bolt hole on the second connector 2 and tightens with bolt.
Embodiment four:
The present embodiment is the embodiment improved on the basis of embodiment two, and described crossbeam 3 is internally provided with the 3rd reinforcing bar
Skeleton, described 3rd framework of steel reinforcement end arranges one piece of second steel plate, then carries out concreting and makes described crossbeam 3, and
Ensure that described second steel plate is exposed at outside concrete, on described second steel plate, finally weld described second connector 2 by weldering
Connect be connected fixing with the second framework of steel reinforcement.
This specification applies specific case principle and the embodiment of the present invention are set forth, above example
Explanation be only intended to help to understand method and the core concept thereof of the present invention；Simultaneously for one of ordinary skill in the art,
According to the thought of the present invention, the most all will change.In sum, in this specification
Hold and should not be construed as limitation of the present invention.
Claims (4)
1. the frame structure of an assembled body of wall, it is characterised in that include a crossbeam, described crossbeam one or both ends connect to be had
Cylinder, described cylinder top is fixedly installed the first connector, and described beam-end is fixedly installed the second connector, and described
A connection piece and described second connector are bolted.
The frame structure of assembled body of wall the most according to claim 1, it is characterised in that described cylinder is steel column or coagulation
Earth pillar, described crossbeam is girder steel or beams of concrete.
The frame structure of assembled body of wall the most according to claim 1, it is characterised in that solid on described beam-end cross section
Surely being provided with a block plate, described second connector is connected by steel plate and described crossbeam are fixing.
The frame structure of assembled body of wall the most according to claim 3, it is characterised in that described second connector is by H type
Steel is made.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610662265.7A CN106121084A (en) | 2016-08-12 | 2016-08-12 | A kind of frame structure of assembled body of wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610662265.7A CN106121084A (en) | 2016-08-12 | 2016-08-12 | A kind of frame structure of assembled body of wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106121084A true CN106121084A (en) | 2016-11-16 |
Family
ID=57258159
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610662265.7A Pending CN106121084A (en) | 2016-08-12 | 2016-08-12 | A kind of frame structure of assembled body of wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106121084A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108589914A (en) * | 2018-06-26 | 2018-09-28 | 西安建筑科技大学 | A kind of Self-resetting frame structure and construction method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001303666A (en) * | 2000-04-24 | 2001-10-31 | Kajima Corp | Joint section structure between reinforced concrete column and steel frame beam |
| US20120110947A1 (en) * | 2001-08-30 | 2012-05-10 | Conxtech, Inc. | Quick-set, full-moment-lock, assemblable and nondestructively disassemblable, column and beam frame system |
| CN103206010A (en) * | 2013-03-23 | 2013-07-17 | 北京工业大学 | Assembled steel structure prestress eccentric bracing frame system |
| CN103276795A (en) * | 2013-06-09 | 2013-09-04 | 中冶建筑研究总院有限公司 | Steel-concrete slab-column structure system |
| CN104818775A (en) * | 2015-04-29 | 2015-08-05 | 浙江工业职业技术学院 | Novel prefabricated frame structure |
| CN205399688U (en) * | 2016-03-11 | 2016-07-27 | 江南大学 | Take assembled concrete frame combination node of removable component |
| CN105821976A (en) * | 2016-05-20 | 2016-08-03 | 西安建筑科技大学 | Supporting inserted type beam column supporting two-sided plate joint |
-
2016
- 2016-08-12 CN CN201610662265.7A patent/CN106121084A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001303666A (en) * | 2000-04-24 | 2001-10-31 | Kajima Corp | Joint section structure between reinforced concrete column and steel frame beam |
| US20120110947A1 (en) * | 2001-08-30 | 2012-05-10 | Conxtech, Inc. | Quick-set, full-moment-lock, assemblable and nondestructively disassemblable, column and beam frame system |
| CN103206010A (en) * | 2013-03-23 | 2013-07-17 | 北京工业大学 | Assembled steel structure prestress eccentric bracing frame system |
| CN103276795A (en) * | 2013-06-09 | 2013-09-04 | 中冶建筑研究总院有限公司 | Steel-concrete slab-column structure system |
| CN104818775A (en) * | 2015-04-29 | 2015-08-05 | 浙江工业职业技术学院 | Novel prefabricated frame structure |
| CN205399688U (en) * | 2016-03-11 | 2016-07-27 | 江南大学 | Take assembled concrete frame combination node of removable component |
| CN105821976A (en) * | 2016-05-20 | 2016-08-03 | 西安建筑科技大学 | Supporting inserted type beam column supporting two-sided plate joint |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108589914A (en) * | 2018-06-26 | 2018-09-28 | 西安建筑科技大学 | A kind of Self-resetting frame structure and construction method |
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| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20161116 |