CN207110118U - Cold bending thin wall steel builds the attachment structure of levels wall - Google Patents
Cold bending thin wall steel builds the attachment structure of levels wall Download PDFInfo
- Publication number
- CN207110118U CN207110118U CN201720915561.3U CN201720915561U CN207110118U CN 207110118 U CN207110118 U CN 207110118U CN 201720915561 U CN201720915561 U CN 201720915561U CN 207110118 U CN207110118 U CN 207110118U
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- nose girder
- pillar stand
- plate
- column
- upper pillar
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Abstract
The utility model discloses a kind of attachment structure of cold bending thin wall steel building levels wall, including bottom nose girder, push up nose girder, upper pillar stand and lower pillar stand, the bottom of upper pillar stand is inserted on earth in the groove of nose girder, and it is brought into close contact the side plate of the wing plate and bottom nose girder of upper pillar stand bottom, it is inserted into pushing up in the groove of nose girder at the top of lower pillar stand, and the wing plate at the top of lower pillar stand is set to be brought into close contact with pushing up the side plate of nose girder, bottom nose girder is connected with top nose girder by the cross connecting piece in outside, the bottom plate of bottom nose girder and the top plate of top nose girder are worn by bolt column a and connect, bolt column b is equipped with the web of upper pillar stand and the web of lower pillar stand, connected between bolt column a and bolt column b by supporting plate.In the utility model, top nose girder is connected with bottom nose girder by bolt column a, and is connected as a single entity by cross connecting piece and column, top nose girder and bottom nose girder is not susceptible to the changing of the relative positions when bearing horizontal load.
Description
Technical field
It the utility model is related to technical field of building construction, and in particular to a kind of cold bending thin wall steel building levels wall
Attachment structure.
Background technology
Cold formed steel structure, it is exactly the structure made of various cold-rolled forming sections.Light gauge cold-formed steel shape is 1.5 by thickness
~6 millimeters of steel plate or strip, is also cold worked（Clod wash, cold pressing or cold-drawn）Shaping, the thickness of same section is all identical, cuts
It is in circular arc at each angle top in face.In the civilian and farm buildings of industry, can be made of light-gauge steel section various roof trusses, rigid frame, rack,
The structural elements such as purlin, wall beam and wall column.
In cold bending thin wall steel building system levels wall need be reliably connected, so as to transmit house bear it is vertical
Load and horizontal loading.Traditional connected mode is directly to carry out upper wall body bottom nose girder and lower wall body top nose girder with bolt
It is fixed.The shortcomings that this fixed form is：Bolt and nose girder contact surface are small, when bearing horizontal earthquake load or wind load, spiral shell
Bolt is easily pulled out and shifted, and nose girder section can be destroyed by local compression.
Utility model content
The purpose of this utility model is to overcome the above-mentioned problems in the prior art, there is provided a kind of cold bending thin wall steel is built
Build the attachment structure of levels wall, can play make up and down wall when bearing vertical load and horizontal load, top nose girder and
Bottom nose girder is not susceptible to the changing of the relative positions, and column is not susceptible to inclined effect.
To realize above-mentioned technical purpose and the technique effect, the utility model is to be achieved through the following technical solutions：
A kind of attachment structure of cold bending thin wall steel building levels wall, including bottom nose girder, top nose girder, upper pillar stand and lower vertical
Post, the bottom nose girder and top nose girder are cross-sectional sizes identical channel-section steel, and the upper pillar stand and lower pillar stand are cross-sectional sizes identical H
Shaped steel, the bottom of the upper pillar stand are inserted on earth in the groove of nose girder, and make the wing plate of upper pillar stand bottom and the side of bottom nose girder
Plate is brought into close contact, and is inserted into pushing up in the groove of nose girder at the top of the lower pillar stand, and make the wing plate at the top of lower pillar stand lead with top
The side plate of beam is brought into close contact, and the bottom nose girder is connected with top nose girder by the cross connecting piece in outside, the cross connection
Part includes being used to connect bottom nose girder side plate and pushes up the transverse part of nose girder side plate, and for connecting upper pillar stand wing plate and the lower pillar stand wing
The vertical portion of plate, the bottom plate of the bottom nose girder and the top plate of top nose girder are worn by bolt column a and connect, and the web of the upper pillar stand is with
Bolt column b is equipped with the web of column, is connected between the bolt column a and bolt column b by supporting plate.
Further, it is provided between the transverse part of the cross connecting piece and vertical portion for improving vertical portion with standing
The step of post compactness, the height of the step are equal to bottom nose girder side plate or push up the thickness of nose girder side plate.
Further, rivet is passed through between the upper pillar stand, lower pillar stand, top nose girder and bottom nose girder and cross connecting piece
Connection.
Further, the upper pillar stand and lower pillar stand are arranged on same vertical direction.
Further, the supporting plate is four, and is arranged symmetrically around nose girder and column.
The beneficial effects of the utility model are：
1st, top nose girder is connected with bottom nose girder by bolt column a, and is connected as a single entity by cross connecting piece and column, is made
Nose girder and bottom nose girder are pushed up when bearing horizontal load, is not susceptible to the changing of the relative positions.
2nd, by the supporting plate being arranged between bolt column a and bolt column b, column is made to bear vertical load and horizontal load
Lotus, it is not susceptible to tilt, while reduces the shear action to bolt column a and bolt column b, makes it be not easy to be destroyed.
Certainly, all advantages that any product of the present utility model it is not absolutely required to reach the above simultaneously are implemented.
Brief description of the drawings
In order to illustrate more clearly of the technical scheme of the utility model embodiment, make required for being described below to embodiment
Accompanying drawing is briefly described, it should be apparent that, drawings in the following description are only some embodiments of the utility model,
For those of ordinary skill in the art, on the premise of not paying creative work, can also be obtained according to these accompanying drawings
Other accompanying drawings.
Fig. 1 is main structure diagram when the utility model does not install cross connecting piece and supporting plate；
Fig. 2 is overlooking the structure diagram when the utility model does not install cross connecting piece and supporting plate；
Fig. 3 is left view structural representation when the utility model does not install cross connecting piece and supporting plate；
Fig. 4 is the main structure diagram after the utility model assembling；
Fig. 5 is the overlooking the structure diagram after the utility model assembling；
Fig. 6 is the left view structural representation after the utility model assembling；
Fig. 7 is the main structure diagram of the cross connecting piece in the utility model；
Fig. 8 is the left view structural representation of the cross connecting piece in the utility model；
Fig. 9 is nose girder and the connection relationship diagram of column and supporting plate in the utility model.
In accompanying drawing, the list of parts representated by each label is as follows：
1- bottoms nose girder, 2- tops nose girder, 3- upper pillar stands, 4- lower pillar stands, 5- cross connecting pieces, 6- transverse parts, 7- vertical portions,
8- bolt columns a, 9- bolt column b, 10- supporting plate, 11- steps, 12- rivets.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describe.Obviously, described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The all other embodiment obtained, belong to the scope of the utility model protection.
Referring to shown in Fig. 1-9, the present embodiment is the attachment structure that a kind of cold bending thin wall steel builds levels wall, including
Bottom nose girder 1, top nose girder 2, upper pillar stand 3 and lower pillar stand 4, bottom nose girder 1 and top nose girder 2 are cross-sectional sizes identical channel-section steel, upper pillar stand 3
It is cross-sectional sizes identical H profile steel with lower pillar stand 4, the bottom of upper pillar stand 3 is inserted on earth in the groove of nose girder 1, and is made vertical
The side plate of the wing plate and bottom nose girder 1 of the bottom of post 3 is brought into close contact, and the top of lower pillar stand 4 is inserted into pushing up in the groove of nose girder 2, and
The wing plate at the top of lower pillar stand 4 is set to be brought into close contact with pushing up the side plate of nose girder 2, upper pillar stand 3 and lower pillar stand 4 arrange same vertical direction
On.
Bottom nose girder 1 and top nose girder 2 are connected by the cross connecting piece 5 in outside, and cross connecting piece 5 includes being used to connect
The transverse part 6 of the side plate of bottom nose girder 1 and the top side plate of nose girder 2, and for connecting the vertical of the wing plate of upper pillar stand 3 and the wing plate of lower pillar stand 4
Portion 7, the platform for improving vertical portion 7 and column compactness is provided between the transverse part 6 and vertical portion 7 of cross connecting piece 5
Rank 11, the height of step 11 are equal to the side plate of bottom nose girder 1 or push up the thickness of the side plate of nose girder 2, upper pillar stand 3, lower pillar stand 4, top nose girder 2
And connected between bottom nose girder 1 and cross connecting piece 5 by rivet 12, the bottom plate of bottom nose girder 1 and the top plate of top nose girder 2 pass through
Bolt column a8, which is worn, to be connect, and bolt column b9, bolt column a8 and bolt column are equipped with the web of upper pillar stand 3 and the web of lower pillar stand 4
Connected between b9 by supporting plate 10, supporting plate 10 is four, and is arranged symmetrically around nose girder and column.
One of the present embodiment has particular application as：In the present embodiment, cold bending thin wall steel building levels wall is passed through
Mode such as Fig. 4-5 connects completion, and top nose girder 2 is connected with bottom nose girder 1 by bolt column a8, and passes through cross connecting piece 5
It is connected as a single entity with column, top nose girder 2 and bottom nose girder 1 changing of the relative positions is not susceptible to, by being arranged on bolt when bearing horizontal load
Supporting plate 10 between post a8 and bolt column b9, makes column bear vertical load and horizontal load, is not susceptible to tilt, simultaneously
The shear action to bolt column a8 and bolt column b9 is reduced, makes it be not easy to be destroyed.
In the description of this specification, the description of reference term " one embodiment ", " example ", " specific example " etc. means
It is contained in reference to specific features, structure, material or the feature that the embodiment or example describe of the present utility model at least one
In embodiment or example.In this manual, the schematic representation of above-mentioned term is not necessarily referring to identical embodiment or
Example.Moreover, specific features, structure, material or the feature of description can be in any one or more embodiments or example
In combine in an appropriate manner.
The utility model preferred embodiment disclosed above is only intended to help and illustrates the utility model.Preferred embodiment is simultaneously
There is no the details that detailed descriptionthe is all, do not limit the embodiment that the utility model is only yet.Obviously, according to this specification
Content, can make many modifications and variations.This specification is chosen and specifically describes these embodiments, is to preferably explain
Principle and practical application of the present utility model, so that skilled artisan can be best understood by and utilize this practicality
It is new.The utility model is only limited by claims and its four corner and equivalent.
Claims (5)
1. a kind of attachment structure of cold bending thin wall steel building levels wall, including bottom nose girder（1）, top nose girder（2）, upper pillar stand
（3）And lower pillar stand（4）, it is characterised in that：The bottom nose girder（1）With top nose girder（2）For cross-sectional sizes identical channel-section steel, it is described on
Column（3）And lower pillar stand（4）For cross-sectional sizes identical H profile steel, the upper pillar stand（3）Bottom be inserted into nose girder on earth
（1）Groove in, and make upper pillar stand（3）The wing plate of bottom and bottom nose girder（1）Side plate be brought into close contact, the lower pillar stand（4）Top
Portion is inserted into pushing up nose girder（2）Groove in, and make lower pillar stand（4）The wing plate at top and top nose girder（2）Side plate be brought into close contact,
The bottom nose girder（1）With top nose girder（2）Pass through the cross connecting piece in outside（5）Connection, the cross connecting piece（5）Including
For connecting bottom nose girder（1）Side plate and top nose girder（2）The transverse part of side plate（6）, and for connecting upper pillar stand（3）Wing plate is with
Column（4）The vertical portion of wing plate（7）, the bottom nose girder（1）Bottom plate and top nose girder（2）Top plate pass through bolt column a（8）Wear
Connect, the upper pillar stand（3）Web and lower pillar stand（4）Web on be equipped with bolt column b（9）, the bolt column a（8）With
Bolt column b（9）Between pass through supporting plate（10）Connection.
A kind of 2. attachment structure of cold bending thin wall steel building levels wall according to claim 1, it is characterised in that：Institute
State cross connecting piece（5）Transverse part（6）And vertical portion（7）Between be provided with for improving vertical portion（7）It is bonded with column
The step of degree（11）, the step（11）Height be equal to bottom nose girder（1）Side plate or top nose girder（2）The thickness of side plate.
A kind of 3. attachment structure of cold bending thin wall steel building levels wall according to claim 1, it is characterised in that：Institute
State upper pillar stand（3）, lower pillar stand（4）, top nose girder（2）And bottom nose girder（1）With cross connecting piece（5）Between pass through rivet（12）
Connection.
A kind of 4. attachment structure of cold bending thin wall steel building levels wall according to claim 1, it is characterised in that：Institute
State upper pillar stand（3）And lower pillar stand（4）Arrange on same vertical direction.
A kind of 5. attachment structure of cold bending thin wall steel building levels wall according to claim 1, it is characterised in that：Institute
State supporting plate（10）For four, and it is arranged symmetrically around nose girder and column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720915561.3U CN207110118U (en) | 2017-07-26 | 2017-07-26 | Cold bending thin wall steel builds the attachment structure of levels wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720915561.3U CN207110118U (en) | 2017-07-26 | 2017-07-26 | Cold bending thin wall steel builds the attachment structure of levels wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207110118U true CN207110118U (en) | 2018-03-16 |
Family
ID=61573788
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720915561.3U Expired - Fee Related CN207110118U (en) | 2017-07-26 | 2017-07-26 | Cold bending thin wall steel builds the attachment structure of levels wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207110118U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113006320A (en) * | 2021-03-11 | 2021-06-22 | 贵州大学 | Connecting structure and construction method for cold-formed thin-wall section steel wall and foundation |
-
2017
- 2017-07-26 CN CN201720915561.3U patent/CN207110118U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113006320A (en) * | 2021-03-11 | 2021-06-22 | 贵州大学 | Connecting structure and construction method for cold-formed thin-wall section steel wall and foundation |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180316 Termination date: 20180726 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |