CN207048035U - A kind of faced wall steel beam structure - Google Patents
A kind of faced wall steel beam structure Download PDFInfo
- Publication number
- CN207048035U CN207048035U CN201720760051.3U CN201720760051U CN207048035U CN 207048035 U CN207048035 U CN 207048035U CN 201720760051 U CN201720760051 U CN 201720760051U CN 207048035 U CN207048035 U CN 207048035U
- Authority
- CN
- China
- Prior art keywords
- plate
- vertical strength
- web
- end plate
- girder steel
- 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.)
- Active
Links
Landscapes
- Rod-Shaped Construction Members (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
It the utility model is related to building field, refer in particular to a kind of faced wall steel beam structure, including girder steel, end plate, girt, web, vertical strength plate, the vertical evenly spaced both sides up and down for being vertically set on web of strength plate, the end of two groups of vertical strength plates at default girder steel is bent in opposite directions, and the end plate is arranged on the kink of vertical strength plate, and the girder steel is installed on end plate, the outboard end of the vertical strength plate is connected by some girts, and the girt is parallel with web.After such scheme, working procedure is simplified, beam is formed with wall and is reliably connected.
Description
Technical field
Building field is the utility model is related to, refers in particular to a kind of faced wall steel beam structure.
Background technology
Traditional concrete structure construction scene is high to artificial degree of dependence, and in constructing timber using more, waste water,
Airborne dust etc. is seriously polluted, and energy resource utilization ratio is low, but the shear wall structure system in concrete structure, preferably anti-providing
While the rigidity of side, architectural composition is flexible.Particularly in residential structure, shear wall is relatively thin, can have with building segmenting wall body
Benefit combines, there is provided the comfortable interior space, steel construction meet standardized designs, factory as a kind of building system of industrialization
Change the building industrialization standard requirement of making, prefabricated construction, information system management.At present, multi and tall steel building residential housing is normal
Using steel core concrete column, there is steel column salient angle interior so that furnishings and room arrangement are by a definite limitation, so as to destroy
The globality and applicability of the interior space；Steel structure fireproofing and anti-corrosion cost are of a relatively high, but concrete structure fire protecting performance
Preferably, how to combine concrete shear force wall with the advantage of steel construction is that asking for solution is badly in need of in current architecture configuration field
Topic, the present inventor make further research to this, develop a kind of faced wall steel beam structure, thus this case produces.
Utility model content
The purpose of this utility model is to provide a kind of faced wall steel beam structure, simplifies working procedure, make beam and wall
Formation is reliably connected.
To achieve these goals, the technical solution of the utility model is as follows：
A kind of faced wall steel beam structure, including girder steel, end plate, girt, web, vertical strength plate, the vertical strength plate
The evenly spaced both sides up and down for being vertically set on web, the end for presetting two groups of vertical strength plates at girder steel are bent in opposite directions, institute
State end plate to be arranged on the kink of vertical strength plate, the girder steel is installed on end plate, and the outboard end of the vertical strength plate passes through
Some girt connections, the girt are parallel with web.
Further, the girder steel is welded on end plate.
Further, the end plate is fixed on by Screw arbor with nut at both-ends on the kink of vertical strength plate, and Screw arbor with nut at both-ends sequentially passes through
End plate, the kink of vertical strength plate, web, the kink of vertical strength plate.
Further, the girder steel is H profile steel beam.
After such scheme, the utility model compared with prior art, has advantages below：
Joint structure is succinct, and power transmission is clear and definite, reaches full prefabrication and assembly construction, the effect of live wet-less operation.
Brief description of the drawings
Fig. 1 is schematic diagram of the present utility model；
Fig. 2 is to be filled with the schematic diagram after mixed mud；
Label declaration
Girder steel 1, end plate 2, girt 3, web 4, vertical strength plate 5,
(vertical strength plate) kink 6, Screw arbor with nut at both-ends 7.
Embodiment
The utility model is further described with specific embodiment below in conjunction with the accompanying drawings.
As illustrated, a kind of faced wall steel beam structure, including girder steel 1, end plate 2, girt 3, web 4, vertical strength plate
5, the both sides up and down of web 4 are vertically installed with evenly spaced vertical strength plate 5, wherein, two groups of vertical strength at default girder steel 1
The end of plate 5 is bent to form kink 6 in opposite directions, and end plate 2 is arranged on by split bolt on the kink 6 of vertical strength plate 5, H types
Girder steel 1 is welded on end plate 2, i.e., end plate 2 is the pedestal as H profile steel beam 1.In order that the connection of end plate 2 is more firm, make pair
Screw rod 7 is drawn to sequentially pass through end plate 2, the kink 6 of vertical strength plate 5, web 4, the kink 6 of vertical strength plate 5, it is so mixed in perfusion
After solidifying soil, its structure is more firm, it is sufficient to bears shearing force caused by girder steel 1.If the outboard end of vertical strength plate 5 passes through solid carbon dioxide
Horizontal drawing bar 3 connects, and girt 3 is parallel with web 4, and girt 3 is to increase the overall stability of structure, girt
3 density is depending on actual demand.
After said structure all assembles completion, last concrete perfusion is completed prefabricated.
Above are only specific embodiment of the utility model, at the same in all the utility model it is involved as " it is upper and lower, left,
The words such as right, centre ", only it is used as to refer to, not absolute limit, all changes for carrying out unsubstantiality using the utility model all should
Belong to the behavior for invading scope of protection of the utility model.
Claims (4)
- A kind of 1. faced wall steel beam structure, it is characterised in that：It is described including girder steel, end plate, girt, web, vertical strength plate The vertical evenly spaced both sides up and down for being vertically set on web of strength plate, the end for presetting two groups of vertical strength plates at girder steel are opposite Bending, the end plate are arranged on the kink of vertical strength plate, and the girder steel is installed on end plate, the outside of the vertical strength plate End is connected by some girts, and the girt is parallel with web.
- A kind of 2. faced wall steel beam structure according to claim 1, it is characterised in that：The girder steel is welded on end plate.
- A kind of 3. faced wall steel beam structure according to claim 1, it is characterised in that：The end plate is consolidated by Screw arbor with nut at both-ends It is scheduled on the kink of vertical strength plate, Screw arbor with nut at both-ends sequentially passes through end plate, the kink of vertical strength plate, web, vertical strength plate Kink.
- A kind of 4. faced wall steel beam structure according to claim 1, it is characterised in that：The girder steel is H profile steel beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720760051.3U CN207048035U (en) | 2017-06-28 | 2017-06-28 | A kind of faced wall steel beam structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720760051.3U CN207048035U (en) | 2017-06-28 | 2017-06-28 | A kind of faced wall steel beam structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207048035U true CN207048035U (en) | 2018-02-27 |
Family
ID=61492580
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720760051.3U Active CN207048035U (en) | 2017-06-28 | 2017-06-28 | A kind of faced wall steel beam structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207048035U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107217737A (en) * | 2017-06-28 | 2017-09-29 | 浙江绿筑集成科技有限公司 | A kind of faced wall steel beam structure |
-
2017
- 2017-06-28 CN CN201720760051.3U patent/CN207048035U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107217737A (en) * | 2017-06-28 | 2017-09-29 | 浙江绿筑集成科技有限公司 | A kind of faced wall steel beam structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108894362B (en) | Assembled grid type thin-wall steel plate recycled concrete combined shear wall and assembling method | |
| CN206174138U (en) | Joint construction suitable for steel house room externally -hanging wallboard and major structure | |
| CN107190886A (en) | A kind of faced wall corner structure | |
| CN102383498A (en) | Equal-strength connection nodes of high-strength bolts for box-shaped steel tube frame columns and method for making same | |
| CN206752752U (en) | A kind of H profile steel combined concrete shear wall of the T-shaped stiffener of band | |
| CN203452195U (en) | Double-pre-buried-plate opposite-pulling-type built-in fitting | |
| CN101906818B (en) | Assembled earthquake-proof board room | |
| CN207048035U (en) | A kind of faced wall steel beam structure | |
| CN212427508U (en) | Dry-type connected node of assembled concrete beam column | |
| CN106760059B (en) | Assembled building structure system | |
| CN107152105A (en) | H profile steel combined concrete shear wall with T-shaped stiffener and preparation method thereof | |
| CN111809729A (en) | Dry-type connected node of assembled concrete beam column | |
| CN207048116U (en) | Splicing construction above and below a kind of faced wall | |
| CN206693399U (en) | A kind of connecting node of transfer structure for SRC beams and shear wall | |
| CN204001220U (en) | A kind of steel structure node member | |
| CN207160412U (en) | A kind of Prefabricated composite wall-beam structure | |
| CN203514534U (en) | Steel channel web inserted type connection joint structure between steel girders and square concrete-filled steel-tubular column | |
| CN107217737A (en) | A kind of faced wall steel beam structure | |
| CN104989010A (en) | Connecting method for bamboo wood prefabricated wallboards | |
| CN207048120U (en) | A kind of faced wall corner structure | |
| CN103790238A (en) | Connector for connecting assembly type steel plate shearing wall and steel beam | |
| CN102900151A (en) | Steel structure building system | |
| CN206538863U (en) | The attachment structure of system of steel residential structure and steel structure column and steel structure girder | |
| CN206467789U (en) | A kind of light steel wall and steel column magnetic connecting structure | |
| CN206752819U (en) | A kind of shaped steel expansible steel reinforced concrete combination dry wall with ribbing |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Shandong Tianyuan Jinggong Green Integrated Building Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2020330000115 Denomination of utility model: A steel beam structure of composite wall Granted publication date: 20180227 License type: Common License Record date: 20201216 |
|
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Anhui Zhihong Precision Construction Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2023990000037 Denomination of utility model: A composite wall steel beam structure Granted publication date: 20180227 License type: Common License Record date: 20230113 |
|
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Jiangxi Huahong Jinggong Steel Structure Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2023980034645 Denomination of utility model: A composite wall steel beam structure Granted publication date: 20180227 License type: Common License Record date: 20230413 |
|
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Jiangsu Lvjian Jinggong Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2023980034833 Denomination of utility model: A composite wall steel beam structure Granted publication date: 20180227 License type: Common License Record date: 20230421 |