CN109989504A - A kind of wall and girder steel dry method connection structure and house body - Google Patents
A kind of wall and girder steel dry method connection structure and house body Download PDFInfo
- Publication number
- CN109989504A CN109989504A CN201910298368.3A CN201910298368A CN109989504A CN 109989504 A CN109989504 A CN 109989504A CN 201910298368 A CN201910298368 A CN 201910298368A CN 109989504 A CN109989504 A CN 109989504A
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- China
- Prior art keywords
- wall
- structural beams
- dry method
- connection structure
- girder steel
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- 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.)
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Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 48
- 239000010959 steel Substances 0.000 title claims abstract description 48
- 238000000034 method Methods 0.000 title claims abstract description 32
- 239000002184 metal Substances 0.000 claims description 6
- 229910052751 metal Inorganic materials 0.000 claims description 6
- 230000000694 effects Effects 0.000 abstract description 13
- 238000009413 insulation Methods 0.000 abstract description 8
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 9
- 239000011248 coating agent Substances 0.000 description 6
- 238000000576 coating method Methods 0.000 description 6
- 230000009970 fire resistant effect Effects 0.000 description 6
- 239000000463 material Substances 0.000 description 4
- 239000011449 brick Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000010923 batch production Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000005498 polishing Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
Abstract
The present invention relates to building construction technical fields, and in particular to a kind of wall and girder steel dry method connection structure and house body.Wall and girder steel dry method connection structure include structural beams, with the wall being located on the downside of the structural beams, it further include connector, connector has the first connecting portion for wrapping up the structural beams, the second connecting portion being fixedly connected with the wall, the wall and the structural beams are fixedly connected by the connector.Wall of the invention has sound insulation effect good with girder steel dry method connection structure, the high advantage of fire protecting performance.
Description
Technical field
The present invention relates to building construction technical fields, and in particular to a kind of wall and girder steel dry method connection structure and room
Body.
Background technique
Building usually will install wall with design requirement according to using in finishing, and conventional mounting mode is usually brick
It piles up, piling up for brick needs the materials such as brick, cement, the raw material needed are more, and the personnel of profession is needed to pile up, the amount of labour
Greatly, the construction time is longer.Currently, there are also one is the wall construction mode using standardized module, this wall is pre- in the factory
System, is installed at the scene, is fixed when installation to arrange wall, and wall and steel structure girder are fixedly mounted, easy to operate,
The personnel for not needing profession install, short construction period, and construction efficiency is high.In this mounting means, steel structure girder is normal with wall
There are two types of the connection methods of rule, after the fire resistant coating polishing of steel structure girder lower flange bottom is erased, by steel structure girder
It being welded together with wall, another kind is to reserve metal embedded part in steel structure girder lower flange, metal embedded part and wall welded, this
It is the rigid connection of steel structure girder and wall in two ways, transaudient one of significant drawbacks is shaken in steel building, this
Kind vibration is transaudient to be transmitted by steel structure girder and wall, and all vibrations of upper floor are fully transmitted to lower layer room
Interior, sound insulation effect is poor.Moreover, in the construction process, destroying the fire resistant coating of steel structure girder, the fire line of whole building is influenced
Energy.
Summary of the invention
Therefore, it insulates against sound the technical problem to be solved in the present invention is that overcoming after wall is connected with steel structure girder in the prior art
Effect is poor, the defect of fire protecting performance decline, to provide, a kind of sound insulation effect is good, and the high wall of fire protecting performance and girder steel dry method connect
Binding structure, and it is provided with the house body of the wall Yu girder steel dry method connection structure.
To solve the above problems, wall of the invention and girder steel dry method connection structure, including structural beams, and it is located at the knot
Wall on the downside of structure beam, further includes connector, and connector has a first connecting portion for wrapping up the structural beams, and with the wall
The second connecting portion being fixedly connected, the wall and the structural beams are fixedly connected by the connector.
The connector is arranged along the length direction interval of the structural beams.
The structural beams be it is I-shaped, the first connecting portion wraps up the lower flange of the structural beams.
The first connecting portion is the first U-type groove, and the lower flange is mounted in first U-type groove, and described first is U-shaped
The two sidewalls of slot bend inwards, and the lower flange is wrapped in first U-type groove.
It further include the cushioning piece being arranged between the first connecting portion and the structural beams.
The second connecting portion is the second U-type groove that opening is arranged towards the wall, and the wall is inserted into the 2nd U
In type groove.
The structural beams are I-steel.
The wall is prefabricated standard wall, and the wall is metal structure close to the side of the structural beams.
House body of the invention, with above-mentioned wall and girder steel dry method connection structure.
Technical solution of the present invention has the advantages that
1. wall provided by the invention and girder steel dry method connection structure, including structural beams, on the downside of the structural beams
Wall and connector, connector have the first connecting portion for wrapping up the structural beams, and second be fixedly connected with the wall
Interconnecting piece, the wall and the structural beams are fixedly connected by the connector.That is, when connector connection structure beam, not
There is the fire resistant coating for destroying structural beams, which has preferable fire protecting performance, so that the fire protecting performance of entire house body is good；And
And wall and structural beams are not the direct rigid connections used, vibration sound transmission effect is relatively poor, that is to say, that wall and steel
The sound insulation effect of beam dry method connection structure is good, so that the sound insulation effect of entire house body is also preferable.
2. wall provided by the invention and girder steel dry method connection structure, the first connecting portion wrap up leaning on for the structural beams
The structure size of one end of the nearly wall, first connecting portion package is relatively small, and the consumptive material of first connecting portion is less, more
Save material.
3. wall provided by the invention and girder steel dry method connection structure, setting cushioning piece can further reduce vibration
It is transaudient, so that being provided with wall of the invention and the house body sound insulation effect of girder steel dry method connection structure is more preferable.
4. wall provided by the invention and girder steel dry method connection structure, the structural beams are that I-steel and the wall are close
The side of the structural beams is metal structure, that is, house body is the building of steel construction class, and construction is very fast, construction period and effect
Rate is high.
Detailed description of the invention
It, below will be to specific in order to illustrate more clearly of the specific embodiment of the invention or technical solution in the prior art
Embodiment or attached drawing needed to be used in the description of the prior art be briefly described, it should be apparent that, it is described below
Attached drawing is some embodiments of the present invention, for those of ordinary skill in the art, before not making the creative labor
It puts, is also possible to obtain other drawings based on these drawings.
Fig. 1 is the structural schematic diagram of the main view of wall and girder steel dry method connection structure of the invention；
Fig. 2 is the schematic cross-sectional view of A-A in Fig. 1；
Description of symbols:
1- structural beams；2- connector；3- first connecting portion；The lower flange 4-；5- cushioning piece；6- fire resistant coating.
Specific embodiment
Technical solution of the present invention is clearly and completely described below in conjunction with attached drawing, it is clear that described implementation
Example is a part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, ordinary skill
Personnel's every other embodiment obtained without making creative work, shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that term " center ", "upper", "lower", "left", "right", "vertical",
The orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" be based on the orientation or positional relationship shown in the drawings, merely to
Convenient for description the present invention and simplify description, rather than the device or element of indication or suggestion meaning must have a particular orientation,
It is constructed and operated in a specific orientation, therefore is not considered as limiting the invention.In addition, term " first ", " second ",
" third " is used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance.
The wall and girder steel dry method connection structure of the present embodiment are mainly used for steel building, and steel building is compared to biography
For the concrete construction of system, with steel plate or fashioned iron instead of armored concrete, intensity is higher, and shock resistance is more preferable.And due to
Component can be made with batch production, in-site installation, thus greatly reduce the duration.It is reusable due to steel, it can subtract significantly
Few building waste, it is more environmentally protective, thus be widely used by countries in the world, it applies in industrial building and civil buildings.Wall
Body and girder steel dry method connection structure are as depicted in figs. 1 and 2, including structural beams 1, the wall positioned at 1 downside of structural beams, connection
Part 2 and cushioning piece 5.The structural beams 1 are I-steel, and the wall is metal knot close to the side of the structural beams 1
Structure, wall are prefabrication standard wall.
Connector 2 is arranged between structural beams 1 and wall, with the first connecting portion 3 for wrapping up the structural beams 1, and with
The second connecting portion that the wall is fixedly connected, the wall and the structural beams 1 are fixedly connected by the connector 2.Such as
Shown in Fig. 1, the connector 2 in the present embodiment is arranged along the length direction interval of the structural beams 1, when interval is arranged
To meet the intensity requirement of wall and structural beams 1, and operation when material and connection can be saved.
The first connecting portion 3 is the first U-type groove, and the first connecting portion 3 wraps up the lower flange 4 of the structural beams 1,
That is, the lower flange 4 is mounted in first U-type groove, the two sidewalls of first U-type groove bend inwards, by the bottom wing
Edge 4 is wrapped in first U-type groove.The side close to the wall of the connector 2 is the second connecting portion.
Cushioning piece 5 is arranged between the first connecting portion 3 and the structural beams 1, and connector 2 is to be arranged at intervals on knot
On structure beam 1, cushioning piece 5 is also equipped between the other positions for being not provided with connector 2, structural beams 1 and wall.
Because connector 2 and cushioning piece 5 by being isolated between structural beams 1 and wall, play avoid shaking it is transaudient
With the completely effect of fire resistant coating 6 for keeping structural beams 1, the connection type of second connecting portion and wall is relatively free, that is, institute
Stating second connecting portion may be the second U-type groove that opening is arranged towards the wall, and the wall is inserted into second U-type groove
It is interior, or second connecting portion and wall welding.
In the present embodiment, when 2 connection structure beam 1 of connector, there is no the fire resistant coating 6 for destroying structural beams 1, the structural beams
1 has preferable fire protecting performance, so that the fire protecting performance of entire house body is good；Moreover, wall and structural beams 1 are not the direct of use
Rigid connection, vibration sound transmission effect are relatively poor, that is to say, that wall and the sound insulation effect of girder steel dry method connection structure are good, make
The sound insulation effect for obtaining entire house body is also preferable.
Obviously, the above embodiments are merely examples for clarifying the description, and does not limit the embodiments.It is right
For those of ordinary skill in the art, can also make on the basis of the above description it is other it is various forms of variation or
It changes.There is no necessity and possibility to exhaust all the enbodiments.And it is extended from this it is obvious variation or
It changes still within the protection scope of the invention.
Claims (9)
1. a kind of wall and girder steel dry method connection structure, including structural beams (1), and the wall being located on the downside of the structural beams (1),
It is characterized in that, further include,
Connector (2) has the first connecting portion (3) for wrapping up the structural beams (1), and second be fixedly connected with the wall
Interconnecting piece, the wall are fixedly connected with the structural beams (1) by the connector (2).
2. wall according to claim 1 and girder steel dry method connection structure, which is characterized in that the connector (2) is along institute
State the length direction interval setting of structural beams (1).
3. wall according to claim 1 or 2 and girder steel dry method connection structure, which is characterized in that the structural beams (1) are
I-shaped, the first connecting portion (3) wraps up the lower flange (4) of the structural beams (1).
4. wall according to claim 3 and girder steel dry method connection structure, which is characterized in that the first connecting portion (3)
For the first U-type groove, the lower flange (4) is mounted in first U-type groove, and the two sidewalls of first U-type groove bend inwards,
The lower flange (4) are wrapped in first U-type groove.
5. wall described in any one of -4 and girder steel dry method connection structure according to claim 1, which is characterized in that further include
The cushioning piece (5) being arranged between the first connecting portion (3) and the structural beams (1).
6. wall according to any one of claims 1-5 and girder steel dry method connection structure, which is characterized in that described the
Two interconnecting pieces are the second U-type groove that opening is arranged towards the wall, and the wall is inserted into second U-type groove.
7. wall according to claim 1 to 6 and girder steel dry method connection structure, which is characterized in that the knot
Structure beam (1) is I-steel.
8. wall described in any one of -7 and girder steel dry method connection structure according to claim 1, which is characterized in that the wall
Body is prefabricated standard wall, and the wall is metal structure close to the side of the structural beams (1).
9. a kind of house body, which is characterized in that have wall of any of claims 1-8 to connect knot with girder steel dry method
Structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910298368.3A CN109989504A (en) | 2019-04-12 | 2019-04-12 | A kind of wall and girder steel dry method connection structure and house body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910298368.3A CN109989504A (en) | 2019-04-12 | 2019-04-12 | A kind of wall and girder steel dry method connection structure and house body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109989504A true CN109989504A (en) | 2019-07-09 |
Family
ID=67133484
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910298368.3A Pending CN109989504A (en) | 2019-04-12 | 2019-04-12 | A kind of wall and girder steel dry method connection structure and house body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109989504A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5740652A (en) * | 1995-06-14 | 1998-04-21 | Sumitomo Construction Co., Ltd. | Method of installing seismic damping wall |
| CN104213655A (en) * | 2013-05-30 | 2014-12-17 | 周奇迪 | Modular building and modular wall |
| CN204804109U (en) * | 2015-03-23 | 2015-11-25 | 北京建筑大学 | Outer wall hanging plate straight peen of aerated concrete node that slides |
| CN206289747U (en) * | 2016-07-13 | 2017-06-30 | 四川省建筑设计研究院 | The connection protecting device of lining and girder steel in a kind of assembling type steel structure house |
| CN206581398U (en) * | 2017-01-17 | 2017-10-24 | 山东飞越钢结构工程有限公司 | A kind of attachment structure of 3D building modules Z-type keel wall and beam |
| CN210049448U (en) * | 2019-04-12 | 2020-02-11 | 中国建筑设计研究院有限公司 | Wall body and girder steel dry process connection structure and room body |
-
2019
- 2019-04-12 CN CN201910298368.3A patent/CN109989504A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5740652A (en) * | 1995-06-14 | 1998-04-21 | Sumitomo Construction Co., Ltd. | Method of installing seismic damping wall |
| CN104213655A (en) * | 2013-05-30 | 2014-12-17 | 周奇迪 | Modular building and modular wall |
| CN204804109U (en) * | 2015-03-23 | 2015-11-25 | 北京建筑大学 | Outer wall hanging plate straight peen of aerated concrete node that slides |
| CN206289747U (en) * | 2016-07-13 | 2017-06-30 | 四川省建筑设计研究院 | The connection protecting device of lining and girder steel in a kind of assembling type steel structure house |
| CN206581398U (en) * | 2017-01-17 | 2017-10-24 | 山东飞越钢结构工程有限公司 | A kind of attachment structure of 3D building modules Z-type keel wall and beam |
| CN210049448U (en) * | 2019-04-12 | 2020-02-11 | 中国建筑设计研究院有限公司 | Wall body and girder steel dry process connection structure and room body |
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