CN206245478U - A kind of equivalent wall unit of bracing members and faced wall unit - Google Patents
A kind of equivalent wall unit of bracing members and faced wall unit Download PDFInfo
- Publication number
- CN206245478U CN206245478U CN201720062301.6U CN201720062301U CN206245478U CN 206245478 U CN206245478 U CN 206245478U CN 201720062301 U CN201720062301 U CN 201720062301U CN 206245478 U CN206245478 U CN 206245478U
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- column
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- bracing members
- wall unit
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Abstract
The utility model is related to construction engineering technical field, discloses a kind of equivalent wall unit of bracing members and faced wall unit, to improve anti-side rigidity, limit lateral capacity and the stability of building, and improves the adaptability to building diversity arrangement.The equivalent wall unit of the bracing members, including column, X-type support and multiple tracks transverse direction beam section that is horizontally disposed and being connected with the column and X-type support, wherein, the X-type support includes four coplanar symmetrically arranged hounds, and every hound one end is connected with column middle part, the other end is connected with corresponding horizontal beam section.
Description
Technical field
The utility model is related to construction engineering technical field, more particularly to a kind of equivalent wall unit of bracing members and faced wall list
Unit.
Background technology
, compared to for traditional concrete construction, intensity is higher, and shock resistance is more preferable for steel building.And because component can
Made with batch production, in-site installation, it is thus possible to greatly reduce the duration；Steel in steel building can be recycled, can
To greatly reduce building waste, more environmental protection；Thus it is widely adopted, applies in industrial building and civil buildings.
To improve the anti-side rigidity and limit lateral capacity of building in existing steel building, generally use and big branch is set
Support, steel plate wall or steel plate combination wall are solved, but are difficult to find that suitable position in the presence of support；Steel column section is more than wall
, there is projection external corner in room corner in thickness, and influence interior architecture uses function；Steel plate wall or steel plate combination wall construction welding capacity
Greatly, the problems such as floor bar is difficult construction at wall.
Utility model content
The utility model provides a kind of equivalent wall unit of bracing members and faced wall unit, firm with the anti-side for improving building
Degree, limit lateral capacity and stability, and improve the adaptability to building diversity arrangement.
To reach above-mentioned purpose, the utility model provides following technical scheme：
A kind of equivalent wall unit of bracing members, including the support of column, X-type and it is horizontally disposed and with the column and X-type branch
The multiple tracks transverse direction beam section of connection is supportted, wherein, the X-type support includes four coplanar symmetrically arranged hounds, and every diagonal brace
Bar one end is connected with column middle part, and the other end is connected with corresponding horizontal beam section.
Optionally, the column includes that rectangle steel tubing string, circular steel tubing string, rectangular steel-tube concrete column, round steel pipe are mixed
Solidifying earth pillar, I-shaped steel column, cross I-shaped steel and steel post, double flute shape steel column or L-shaped, T-shaped, groined type abnormal shape compound section steel column；Often
Road transverse direction beam section is steel I-beam.
Preferably, with the cantilever diaphragm of steel construction by connecting plate bolt connection, the edge of a wing is using docking for the horizontal beam section
Weld seam is connected or by connecting plate bolt connection.
Optionally, when the column is rectangle steel tubing string or rectangular steel-tube concrete column, the horizontal beam section and column
Junction sets inner ring plate or outer ring plate on column, or the laminating of horizontal beam section flange plate both sides is provided with the connection of edge of a wing side
Plate, and horizontal beam section flange plate width and two edge of a wing side connecting plate thickness sums are not more than the section length of side of the column.
Optionally, when the column is circular steel tubing string or circular steel tube concrete post, the horizontal beam section and column
Inner ring plate or outer ring plate are provided with the column of junction.
Optionally, when the column is I-shaped steel column, cross I-shaped steel and steel post, double flute shape steel column or L-shaped, T-shaped, groined type
During special-shaped compound section steel column, diaphragm plate is provided with the horizontal beam section and the column of column junction.It is further preferred that
Diaphragm plate should be set on the hound and column junction column.
Preferably, every hound one end is welded to connect with column middle part；The other end is welded to connect with the horizontal beam section,
And need to be provided with ribbed stiffener on the corresponding horizontal beam section web in junction.
Optionally, the hound includes round steel pipe, rectangular steel tube, I-steel support, T steel support, L-shaped steel branch
Support, flute profile bracing members, cross bracing members, anti-buckling support or damper.
The equivalent wall unit of bracing members that the utility model example is provided, including column, X-type are supported and are horizontally disposed with simultaneously
Multiple tracks transverse direction beam section be connected with the column and X-type support, wherein, the X-type support include four it is coplanar symmetrically arranged
Hound, and every hound one end and column middle part is connected, the other end is connected with corresponding horizontal beam section.Described many
The symmetrical column middle part that acts on of the X-type support of hound composition avoids the steel column flexing that column is caused by lateral forces
Collapse, so as to improve the limit lateral capacity and stability of building, and solve the problems, such as projection external corner, improve to building diversity
The adaptability of arrangement.
A kind of faced wall unit, including two equivalent wall units of bracing members as described above, described two bracing members are equivalent
Wall unit is mutually arranged in a crossed manner in 90 degree of angles, and the equivalent same root post of wall units shared of described two bracing members, each steel branch
Horizontal beam section and the X-type support for supportting equivalent wall unit are symmetrically connected with two sides of column.
A kind of bracing members faced wall unit that the utility model embodiment is provided, including two bracing members as described above etc.
Effect wall unit, centre shares same root post, is in an angle of 90 degrees arranged crosswise around column, forms the bracing members of " cross "
Faced wall unit disclosure satisfy that the flexible arrangement of construction wall, and further improve the anti-side rigidity of building, limit lateral capacity and
Stability.
Brief description of the drawings
Fig. 1 is a kind of structural representation of the equivalent wall unit of bracing members that the embodiment of the utility model one is provided；
Fig. 2 is the structural representation of the equivalent wall unit of bracing members that another embodiment of the utility model is provided；
The structural representation of " cross " faced wall unit that Fig. 3 is provided for the another embodiment of the utility model.
Reference：
1- columns
2- transverse direction beam sections
3-X types are supported
31- hounds
4- edges of a wing side connecting plate
5- adds cervical rib
6- diaphragm plates
Specific embodiment
To improve anti-side rigidity, bearing capacity and the stability of building, and the adaptability to building diversity arrangement is improved, this
Utility model embodiment provides a kind of equivalent wall unit of bracing members and combines the combination for being formed by the equivalent wall unit of the bracing members
Wall unit.To make the purpose of this utility model, technical scheme and advantage clearer, the utility model is made by the following examples
Further describe.
With reference to Fig. 1, the equivalent wall unit of bracing members that a kind of embodiment of the utility model is provided, including the support of column 1, X-type
3 and multiple tracks transverse direction beam sections 2 that are horizontally disposed and be connected with the column 1 and X-type support 3, wherein, the bags of X-type support 3
Include four coplanar symmetrically arranged hounds 31, and every one end of hound 31 is connected with the middle part of column 1, the other end with it is corresponding
Horizontal beam section 2 be connected.
The equivalent wall unit of bracing members that the utility model embodiment is provided, including column, X-type are supported and horizontally disposed
And multiple tracks transverse direction beam section be connected with the column and X-type support, wherein, the X-type is supported includes that four coplanar are symmetrical arranged
Hound, and every hound one end and column middle part is connected, and the other end is connected with corresponding horizontal beam section.It is described many
The X-type support of root hound composition is symmetrical to be acted on column middle part and avoids the steel column that column caused by lateral forces and bend
Song collapses, so as to improve the limit lateral capacity and stability of building, and solves the problems, such as projection external corner, improves various to building
Property arrangement adaptability.
Selection of the utility model embodiment not to the column of the equivalent wall unit of bracing members is specifically limited, the column
Including rectangle steel tubing string, circular steel tubing string, rectangular steel-tube concrete column, circular steel tube concrete post, I-shaped steel column, cross work
Shape steel column, double flute shape steel column or L-shaped, T-shaped, groined type abnormal shape compound section steel column.Workmen can basis in actual applications
The use environment of the steel construction and requirement are voluntarily selected.The per pass of the equivalent wall unit of bracing members in the utility model embodiment is horizontal
It is steel I-beam to beam section.Rectangular steel-tube concrete column and circular steel tube concrete post in the embodiment, that is, be perfused with coagulation
The rectangle steel tubing string and circular steel tubing string of soil.
In the utility model embodiment, the connecting node way of column and horizontal beam section need to be true according to column section form
It is fixed.Specifically chosen reference is as follows：
When column is rectangle steel tubing string or rectangular steel-tube concrete column, horizontal beam section sets with column junction on column
Inner ring plate or outer ring plate are put, or the laminating of horizontal beam section flange plate both sides is provided with edge of a wing side connecting plate, and the horizontal beam section edge of a wing
Plate width and two edge of a wing side connecting plate thickness sums are not more than the section length of side of column；
When column is circular steel tubing string or circular steel tube concrete post, set on horizontal beam section and column junction column
There are inner ring plate or outer ring plate；
When column is I-shaped steel column, cross I-shaped steel and steel post, double flute shape steel column or L-shaped, T-shaped, the special-shaped combination section of groined type
During the steel column of face, diaphragm plate is provided with horizontal beam section and the column of column junction.Further, column middle part connects with hound
Diaphragm plate is set on the column at the place of connecing.
Hound selection of the utility model embodiment also not to the equivalent wall unit of bracing members is specifically limited, and this is oblique
Strut can include round steel pipe, rectangular steel pipe, I-steel support, T steel support, L-shaped bracing members, flute profile bracing members, ten
Font bracing members, can also be the energy-dissipating and shock-absorbing components such as damper, anti-buckling support.Energy-dissipating and shock-absorbing component is exactly in structural elements
Middle installation sinker, artificially increases structural damping, the vibrational energy of structural elements when consumption meets with impact, so as to reduce structure
Dynamic respons, improve the anti-seismic performance of structural elements.
In another embodiment of the utility model, horizontal beam section is connected with the cantilever diaphragm of steel construction by being connected crab bolt
Connect, the edge of a wing is connected or by connecting plate bolt connection using butt weld.The equivalent wall list of bracing members of the utility model embodiment
Unit in the installation process of whole steel construction, because per pass transverse direction beam section is steel I-beam, horizontal beam section and whole steel construction
It is connected or by connecting plate bolt connection using butt weld with connecting plate bolt connection, the edge of a wing at the web of crossbeam, can
Further improve the structural stability of the equivalent wall unit of bracing members of the utility model embodiment.
In one specific embodiment of the utility model, column 1 is rectangular steel pipe column or concrete-filled rectangular steel tube, transverse direction
Beam section 2 is I-steel, and X-type support is round steel pipe.As shown in figure 1, the both sides of rectangular steel pipe column 1 are connected to upper and lower four roads horizontal stroke
To beam section 2, horizontal beam section 2 is fitted with the flange plate both sides of the junction of square steel tube column 1 and is provided with edge of a wing side connecting plate 4.The edge of a wing
The setting of side connecting plate 4 ensure that the power of horizontal beam section 2 is effectively passed on column 1, and column 1 can be without setting interior tabula
Plate, node way is simple, and is easy to interior concrete perfusion.
Further illustrate, as shown in figure 1, in the equivalent wall unit of the bracing members of the utility model specific embodiment, transverse beam
The flange plate width and two edge of a wing side connecting plate thickness sums of section are not more than the section length of side of rectangular steel pipe column.The flange plate
The setting of width and edge of a wing side connecting plate thickness can fully ensure that the connection of horizontal beam section and column is not influenceed by size, from
And improve the efficiency of assembling of assembling type steel structure.
Further illustrate, as shown in figure 1, four one end of hound 31 of X-type support 3 are welded to connect with the side of column 1, separately
One end is welded to connect with horizontal beam section 2, and ribbed stiffener 5 need to be set with the junction of horizontal beam section 2.
In the utility model another specific embodiment, column 1 is I-shaped steel column, and horizontal beam section 2 is I-steel, X
Type support is round steel pipe.As shown in Fig. 2 the both sides of I-shaped column 1 are connected to upper and lower four roads transverse direction beam section, I-shaped column
1 is provided with diaphragm plate 6 with the horizontal junction of beam section 2.Welding in the middle of four one end of hound 31 of X-type support 3 and I-shaped column 1
Connection, need to be provided with diaphragm plate 6 at node, the other end is welded to connect with horizontal beam section 2, and junction need to set ribbed stiffener 5.
The another embodiment of the utility model provides a kind of " cross " faced wall unit, as shown in figure 3, including two such as
The upper described equivalent wall unit of bracing members.Two equivalent wall units of bracing members are in 90 degree of angles, arranged in a crossed manner, and two bracing members
The equivalent same root post of wall units shared, horizontal beam section 2 and the X-type support 3 and the two of column 1 of the equivalent wall unit of each bracing members
Individual side symmetrically connects." cross " the faced wall unit that the utility model embodiment is provided forms the steel branch of " cross "
Support faced wall unit disclosure satisfy that the flexible arrangement of construction wall, and further improve the anti-side rigidity of building, limit lateral capacity
And stability.
Obviously, those skilled in the art the utility model embodiment can be carried out it is various change and modification without deviating from
Spirit and scope of the present utility model.So, if these modifications of the present utility model and modification belong to the utility model right
It is required that and its within the scope of equivalent technologies, then the utility model be also intended to comprising these change and modification.
Claims (10)
1. the equivalent wall unit of a kind of bracing members, it is characterised in that including column, X-type support and horizontally disposed and vertical with described
Post and the multiple tracks transverse direction beam section of X-type support connection, wherein, the X-type support includes four coplanar symmetrically arranged hounds, and
Every hound one end is connected with column middle part, and the other end is connected with corresponding horizontal beam section.
2. the equivalent wall unit of bracing members according to claim 1, it is characterised in that the column include rectangle steel tubing string,
Circular steel tubing string, rectangular steel-tube concrete column, circular steel tube concrete post, I-shaped steel column, cross I-shaped steel and steel post, double channel-section steels
Post or L-shaped, T-shaped, groined type abnormal shape compound section steel column；Per pass transverse direction beam section is steel I-beam.
3. the equivalent wall unit of bracing members according to claim 2, it is characterised in that the horizontal stroke of the horizontal beam section and steel construction
Web is connected or by connecting plate bolt connection by connecting plate bolt connection, the edge of a wing using butt weld.
4. the equivalent wall unit of bracing members according to claim 2, it is characterised in that when the column be rectangle steel tubing string or
During rectangular steel-tube concrete column, the horizontal beam section sets inner ring plate or outer ring plate with column junction on column, or in horizontal stroke
The laminating of beam section flange plate both sides is provided with edge of a wing side connecting plate, and horizontal beam section flange plate width and two edge of a wing side connecting plates
Thickness sum is not more than the section length of side of the column.
5. the equivalent wall unit of bracing members according to claim 2, it is characterised in that when the column be circular steel tubing string or
During circular steel tube concrete post, inner ring plate or outer ring plate are provided with the horizontal beam section and column junction column.
6. the equivalent wall unit of bracing members according to claim 2, it is characterised in that when the column be I-shaped steel column,
When cross I-shaped steel and steel post, double flute shape steel column or L-shaped, T-shaped, groined type abnormal shape compound section steel column, the horizontal beam section and column
Diaphragm plate is provided with the column of junction.
7. the equivalent wall unit of bracing members according to claim 6, it is characterised in that the column middle part is connected with hound
Diaphragm plate is set on the column at place.
8. the equivalent wall unit of bracing members according to claim 1, it is characterised in that every hound one end and column middle part
Be welded to connect, the other end is welded to connect with the horizontal beam section, and need to be provided with the corresponding horizontal beam section web in junction plus
Strength rib.
9. the equivalent wall unit of bracing members according to any one of claim 1~8, it is characterised in that the hound bag
Include round steel pipe, rectangular steel tube, I-steel support, T steel support, L-shaped bracing members, flute profile bracing members, cross bracing members,
Anti-buckling support or damper.
10. a kind of bracing members faced wall unit, it is characterised in that including the steel branch any one of two claims 1~9
Equivalent wall unit is supportted, described two equivalent wall units of bracing members are mutually arranged in a crossed manner in 90 degree of angles, and described two bracing members etc.
The effect same root post of wall units shared, horizontal beam section and the X-type support of the equivalent wall unit of each bracing members and two sides of column
Face symmetrically connects.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720062301.6U CN206245478U (en) | 2017-01-18 | 2017-01-18 | A kind of equivalent wall unit of bracing members and faced wall unit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720062301.6U CN206245478U (en) | 2017-01-18 | 2017-01-18 | A kind of equivalent wall unit of bracing members and faced wall unit |
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| Publication Number | Publication Date |
|---|---|
| CN206245478U true CN206245478U (en) | 2017-06-13 |
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| CN201720062301.6U Active CN206245478U (en) | 2017-01-18 | 2017-01-18 | A kind of equivalent wall unit of bracing members and faced wall unit |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106703192A (en) * | 2017-01-18 | 2017-05-24 | 中国电子工程设计院 | Steel-supported equivalent wall unit and composite wall unit |
| CN111042326A (en) * | 2019-12-30 | 2020-04-21 | 鞍钢中电建筑科技股份有限公司 | Angle brace type energy-consumption K brace modular anti-side unit structure |
-
2017
- 2017-01-18 CN CN201720062301.6U patent/CN206245478U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106703192A (en) * | 2017-01-18 | 2017-05-24 | 中国电子工程设计院 | Steel-supported equivalent wall unit and composite wall unit |
| CN106703192B (en) * | 2017-01-18 | 2023-03-14 | 鞍钢中电建筑科技股份有限公司 | Steel shotcrete equivalent wall unit and combination wall unit |
| CN111042326A (en) * | 2019-12-30 | 2020-04-21 | 鞍钢中电建筑科技股份有限公司 | Angle brace type energy-consumption K brace modular anti-side unit structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190128 Address after: 100142 Linglong Tiandi B Block 160 West Fourth Ring North Road, Haidian District, Beijing Patentee after: Angang Zhongdian Steel Structure Co., Ltd. Address before: No. 160, West Fourth Ring North Road, Haidian District, Beijing Patentee before: Chinese Electronic Engineering Design Institute |
|
| TR01 | Transfer of patent right | ||
| CP03 | Change of name, title or address |
Address after: 100142 808, zone 2, floor 8, No. 160, West Fourth Ring North Road, Haidian District, Beijing Patentee after: Angang Zhongdian Construction Technology Co., Ltd Address before: 100142 Beijing city Haidian District West Fourth Ring Road No. 160, block B, exquisite world Patentee before: Angang Zhongdian Steel Structure Co., Ltd. |
|
| CP03 | Change of name, title or address |