CN206562795U - Steel building and its purlin reinforcement system - Google Patents
Steel building and its purlin reinforcement system Download PDFInfo
- Publication number
- CN206562795U CN206562795U CN201720255162.9U CN201720255162U CN206562795U CN 206562795 U CN206562795 U CN 206562795U CN 201720255162 U CN201720255162 U CN 201720255162U CN 206562795 U CN206562795 U CN 206562795U
- Authority
- CN
- China
- Prior art keywords
- purlin
- web
- utility
- reinforcement part
- bracing
- 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
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a kind of steel building and its purlin reinforcement system, the purlin reinforcement system includes：Multiple purlins, multiple purlins are arranged at intervals；Bracing reinforcement part, the bracing reinforcement part is connected for adjacent with multiple purlins two respectively, the bracing reinforcement part at least includes web, and the width of the side surface for connecting the bracing reinforcement part on the purlin that the width of the web is connected with the web is along equidirectional orientation.Have the advantages that stability is strong, bearing capacity is high according to the purlin reinforcement system of the utility model embodiment.
Description
Technical field
The utility model is related to construction engineering technical field, in particular to a kind of purlin reinforcement system and with institute
State the steel building of purlin reinforcement system.
Background technology
Light weight steel structure in correlation technique, its roof purline is by setting individual layer or double-deck tie rod to be attached and add
Gu, but easily there is too early unstability in purlin, causes bearing capacity relatively low.
Utility model content
The utility model is intended at least solve one of above-mentioned technical problem of the prior art to a certain extent.Therefore,
The utility model proposes a kind of purlin reinforcement system, the purlin reinforcement system has the advantages that stability is strong, bearing capacity is high.
The utility model also proposes a kind of steel building with the purlin reinforcement system.
To achieve the above object, a kind of purlin reinforcement system is proposed according to the embodiment of first aspect of the present utility model,
The purlin reinforcement system includes：Multiple purlins, multiple purlins are arranged at intervals；Bracing reinforcement part, the bracing reinforcement part
Two adjacent with multiple purlins are connected respectively, and the bracing reinforcement part at least includes web, the width of the web
Being used on the purlin that direction is connected with the web connects the width of a side surface of the bracing reinforcement part along Tongfang
To orientation.
According to the purlin reinforcement system of the utility model embodiment, have the advantages that stability is strong, bearing capacity is high.
In addition, can also have technology additional as follows special according to the purlin reinforcement system of the utility model above-described embodiment
Levy：
According to one embodiment of the present utility model, the bracing reinforcement part is also included from the web along perpendicular to described
The flange plate of the direction extension of web.
According to one embodiment of the present utility model, the bracing reinforcement part is C-type steel or Z-shape steel.
According to one embodiment of the present utility model, every one end of the bracing reinforcement part passes through angle steel and the purlin phase
Even.
According to one embodiment of the present utility model, the angle steel is L-type steel and constitutes two plates difference of the L-type steel
It is connected with the purlin and the web.
According to one embodiment of the present utility model, the purlin is C-type steel or Z-shape steel.
According to one embodiment of the present utility model, the length direction of multiple purlins is transversely oriented and for connecting
The width on the surface of the bracing reinforcement part is vertically oriented, and the length direction of the web is longitudinally directed and width side
To vertically orienting.
According to one embodiment of the present utility model, the length direction of the bracing reinforcement part is perpendicular to the purlin connected
Length direction.
According to one embodiment of the present utility model, the bracing reinforcement part is multiple and along the length direction of the purlin
It is arranged at intervals.
A kind of steel building is proposed according to the embodiment of second aspect of the present utility model, the steel building includes
Purlin reinforcement system according to the embodiment of first aspect of the present utility model.
According to the steel building of the utility model embodiment, by using the reality according to first aspect of the present utility model
The purlin reinforcement system described in example is applied, there is high capacity, reliable and stable.
Brief description of the drawings
Fig. 1 is the structural representation of the purlin reinforcement system according to the utility model embodiment.
Fig. 2 is the structural representation of the purlin reinforcement system according to the utility model embodiment.
Fig. 3 is the partial structural diagram of the purlin reinforcement system according to the utility model embodiment
Fig. 4 is the structural representation of the angle steel of the purlin reinforcement system according to the utility model embodiment
Reference：Purlin reinforcement system 1, purlin 100, purlin add for connecting the surface 110 of bracing reinforcement part, support
Firmware 200, web 210, flange plate 220, angle steel 300.
Embodiment
Embodiment of the present utility model is described below in detail, the example of the embodiment is shown in the drawings, wherein from beginning
Same or similar element or element with same or like function are represented to same or similar label eventually.Below by ginseng
The embodiment for examining accompanying drawing description is exemplary, it is intended to for explaining the utility model, and it is not intended that to the utility model
Limitation.
In description of the present utility model, it is to be understood that term " " center ", " longitudinal direction ", " transverse direction ", " length ", " width
Degree ", " thickness ", " on ", " under ", "front", "rear", "left", "right", " vertical ", " level ", " top ", " bottom " " interior ", " outer ", " suitable
The orientation or position relationship of the instruction such as hour hands ", " counterclockwise ", " axial direction ", " radial direction ", " circumference " are based on orientation shown in the drawings
Or position relationship, be for only for ease of description the utility model and simplify and describe, rather than indicate or imply signified device or
Element must have specific orientation, with specific azimuth configuration and operation, therefore it is not intended that to limit of the present utility model
System.
In addition, term " first ", " second " are only used for describing purpose, and it is not intended that indicating or implying relative importance
Or the implicit quantity for indicating indicated technical characteristic.Thus, define " first ", the feature of " second " can express or
Implicitly include at least one this feature.In description of the present utility model, " multiple " are meant that at least two, such as two
It is individual, three etc., unless otherwise specifically defined.
Below with reference to the accompanying drawings purlin reinforcement system 1 according to the utility model embodiment is described.
As Figure 1-Figure 4, multiple purlins 100 and branch are included according to the purlin reinforcement system 1 of the utility model embodiment
Support reinforcing member 200.
Multiple purlins 100 are arranged at intervals.Bracing reinforcement part 200 is connected for adjacent with multiple purlins 100 two respectively, props up
Supportting reinforcing member 200 at least includes web 210, the use on purlin 100 that the width of web 210 is connected with the web 210
In a side surface 110 of connection bracing reinforcement part 200 width along equidirectional orientation.In other words, purlin 100 has and is used for
Connect the surface 110 of bracing reinforcement part, the width orientation of the width of web 210 along surface 110.For example, purlin is used
Width in the surface 110 of connection bracing reinforcement part can be vertically oriented, and the width of web 210 can also
It is vertically oriented.It will be appreciated herein that the width finger pulp plate 210 of web 210 is considered as a not calculated thickness
Plane when width, width correspond to length direction, refer to shorter in length in the two directions one.
According to the purlin reinforcement system 1 of the utility model embodiment, by setting bracing reinforcement part 200, compared to related skill
In art by the way of individual layer tie rod or double-deck tie rod connection purlin, bracing reinforcement part 200 can not only bear tension, also can
Enough bear compression, contrast can avoid purlin 100 in tension and compression using can only bear the tie rod of tension
It is shifted over or deforms under effect, improves the stability of each purlin 100, thereby may be ensured that the stabilization of the steel building
Property and reliability.
Also, by setting web 210, make width orientation of the width of web 210 along surface 110, can be with
Positioning reinforcing is carried out to purlin 100 in this direction using web 210, compared to the side for connecting purlin in correlation technique using tie rod
Formula, can avoid purlin 100 from occurring unstability, multiple purlins 100 is connected into a stable structure, so as to further improve institute
The stability of steel building is stated, the bearing capacity of the steel building is improved.
Therefore, have stability is strong, bearing capacity is high etc. excellent according to the purlin reinforcement system 1 of the utility model embodiment
Point.
Below with reference to the accompanying drawings purlin reinforcement system 1 according to the utility model specific embodiment is described.
In some specific embodiments of the present utility model, as Figure 1-Figure 4, according to the purlin of the utility model embodiment
Bar reinforcement system 1 includes multiple purlins 100 and bracing reinforcement part 200.
Bracing reinforcement part 200 is also included from web 210 along the flange plate 220 extended perpendicular to the direction of web 210.So
Web 210 can be reinforced using flange plate 220, prevent web 210 from being deformed when meeting with stresses, so as to ensure abdomen
Reinforcement by connection effect of the plate 210 to purlin 100.
Specifically, as shown in figure 3, bracing reinforcement part 200 is C-type steel or Z-shape steel.In other words, bracing reinforcement part 200 can be with
Including web 210 and two flange plates 220 extended along identical or opposite direction.Support so not only can be further improved to add
The structural strength and stability of firmware 200, and can be in order to the processing and manufacture of bracing reinforcement part 200.
Advantageously, as Figure 1-Figure 4, every one end of bracing reinforcement part 200 is connected by angle steel 300 with purlin 100.This
Sample can be in order to the connection of bracing reinforcement part 200 and purlin 100.
Specifically, angle steel 300 can be connected by tapping screw with purlin 100 and bracing reinforcement part 200 respectively.This
Sample not only can be in order to the installation of purlin reinforcement system 1, and the tapping screw can be made to be difficult loosening, further improves purlin
The reliability and stability of bar reinforcement system 1.
More specifically, as shown in figure 4, angle steel 300 be L-type steel and constitute two plates of the L-type steel respectively with purlin
100 are connected with web 210.So it can not only be connected in order to angle steel 300 with purlin 100 and bracing reinforcement part 200, Er Qieke
In order to the processing and manufacture of angle steel 300.
Alternatively, as shown in Fig. 2 purlin 100 is C-type steel or Z-shape steel.It so can not only ensure the structure of purlin 100
Strength and stability, and can be in order to the processing and manufacture of purlin 100.
Specifically, purlin 100 at least includes purlin web, two plates of the composition L-type steel of angle steel 300 respectively with
The purlin web is connected with web 210.
Fig. 1-Fig. 4 shows the purlin reinforcement system 1 according to one specific example of the utility model.As Figure 1-Figure 4,
The length direction of multiple purlins 100 transversely orient and for connect bracing reinforcement part 200 surface 110 width along hang down
To orientation, the length direction of web 210 is longitudinally directed and width is vertically oriented.It will be appreciated herein that laterally,
Longitudinal direction includes but is not limited to horizontal direction, vertical to include but is not limited to vertical direction.It so can further be easy to 210 pairs of web
Purlin 100 is attached reinforcing, so as to further improve the stability of purlin reinforcement system 1.
Alternatively, as shown in Fig. 2 the length direction of bracing reinforcement part 200 is perpendicular to the length side of the purlin 100 connected
To.So can be when purlin 100 meets with stresses, it is to avoid larger component is produced on bracing reinforcement part 200, so that further
Improve bracing reinforcement effect of the bracing reinforcement part 200 to purlin 100.
Specifically, as shown in figure 1, bracing reinforcement part 200 is arranged at intervals for multiple and along purlin 100 length direction.This
Sample can be attached reinforcing using multiple bracing reinforcement parts 200 to purlin 100, further improve the steady of purlin reinforcement system 1
It is qualitative.
Specifically, using for a plate of web 210 and angle steel 300 is welded or self-tapping screw connection.Angle steel 300
Another plate is connected with purlin 100 using self-tapping screw.
Steel building according to the utility model embodiment is described below.According to the steel construction of the utility model embodiment
Building includes the purlin reinforcement system 1 according to the utility model above-described embodiment.
According to the steel building of the utility model embodiment, by using the purlin according to the utility model above-described embodiment
Bar reinforcement system 1, has the advantages that bearing capacity is high, reliable and stable.
According to other compositions of the steel building of the utility model embodiment and operation for ordinary skill
All it is known for personnel, is not detailed herein.
In the utility model, unless otherwise clearly defined and limited, term " installation ", " connected ", " connection ", " Gu
It is fixed " etc. term should be interpreted broadly, for example, it may be fixedly connected or be detachably connected, or integrally；Can be
Mechanically connect or electrically connect or can communicate each other；Can be joined directly together, the indirect phase of intermediary can also be passed through
Even, can be two element internals connection or two elements interaction relationship, unless otherwise clear and definite restriction.For this
For the those of ordinary skill in field, concrete meaning of the above-mentioned term in the utility model can be understood as the case may be.
In the description of this specification, reference term " one embodiment ", " some embodiments ", " example ", " specifically show
The description of example " or " some examples " etc. means to combine specific features, structure, material or the spy that the embodiment or example are described
Point is contained at least one embodiment of the present utility model or example.In this manual, to the schematic table of above-mentioned term
State and be necessarily directed to identical embodiment or example.Moreover, specific features, structure, material or the feature of description can be with
Combined in an appropriate manner in any one or more embodiments or example.In addition, in the case of not conflicting, this area
Technical staff the not be the same as Example or the feature of example and non-be the same as Example or example described in this specification can be entered
Row is combined and combined.
Although embodiment of the present utility model has been shown and described above, it is to be understood that above-described embodiment is
Exemplary, it is impossible to it is interpreted as to limitation of the present utility model, one of ordinary skill in the art is in scope of the present utility model
It is interior above-described embodiment to be changed, changed, replaced and modification.
Claims (10)
1. a kind of purlin reinforcement system, it is characterised in that including：
Multiple purlins, multiple purlins are arranged at intervals；
Bracing reinforcement part, the bracing reinforcement part is connected for adjacent with multiple purlins two respectively, the bracing reinforcement
Part is at least including web, and being used on the purlin that the width of the web is connected with the web connects the bracing reinforcement
The width of one side surface of part is along equidirectional orientation.
2. purlin reinforcement system according to claim 1, it is characterised in that the bracing reinforcement part is also included from the abdomen
The flange plate that plate extends along the direction perpendicular to the web.
3. purlin reinforcement system according to claim 2, it is characterised in that the bracing reinforcement part is C-type steel or Z-type
Steel.
4. purlin reinforcement system according to claim 1, it is characterised in that every one end of the bracing reinforcement part passes through angle
Steel is connected with the purlin.
5. purlin reinforcement system according to claim 4, it is characterised in that the angle steel is L-type steel and constitutes the L-type
Two plates of steel are connected with the purlin and the web respectively.
6. purlin reinforcement system according to claim 1, it is characterised in that the purlin is C-type steel or Z-shape steel.
7. purlin reinforcement system according to claim 1, it is characterised in that the length direction of multiple purlins is transversely
The width for orienting and being used for the surface for connecting the bracing reinforcement part is vertically oriented, and the length direction edge of the web is vertical
Vertically oriented to orientation and width.
8. purlin reinforcement system according to claim 1, it is characterised in that the length direction of the bracing reinforcement part is vertical
In the length direction of the purlin connected.
9. purlin reinforcement system according to claim 1, it is characterised in that the bracing reinforcement part is multiple and along described
The length direction of purlin is arranged at intervals.
10. a kind of steel building, it is characterised in that including the purlin reinforcing body according to any one of claim 1-9
System.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720255162.9U CN206562795U (en) | 2017-03-15 | 2017-03-15 | Steel building and its purlin reinforcement system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720255162.9U CN206562795U (en) | 2017-03-15 | 2017-03-15 | Steel building and its purlin reinforcement system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206562795U true CN206562795U (en) | 2017-10-17 |
Family
ID=60032871
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720255162.9U Active CN206562795U (en) | 2017-03-15 | 2017-03-15 | Steel building and its purlin reinforcement system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206562795U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108316552A (en) * | 2018-04-23 | 2018-07-24 | 精工工业建筑系统有限公司 | A kind of overlength Z-shaped purline anti-deforming structure |
| CN108625614A (en) * | 2017-03-15 | 2018-10-09 | 王昌兴 | Steel building and its purlin reinforcement system |
| CN108798060A (en) * | 2018-07-09 | 2018-11-13 | 四川农业大学 | A kind of anti-skid and waterproof reinforcing slips strip device suit being suitable for traditional tile roofing |
-
2017
- 2017-03-15 CN CN201720255162.9U patent/CN206562795U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108625614A (en) * | 2017-03-15 | 2018-10-09 | 王昌兴 | Steel building and its purlin reinforcement system |
| CN108316552A (en) * | 2018-04-23 | 2018-07-24 | 精工工业建筑系统有限公司 | A kind of overlength Z-shaped purline anti-deforming structure |
| CN108316552B (en) * | 2018-04-23 | 2024-06-11 | 精工工业建筑系统有限公司 | Overlength Z formula purlin shape structure of preapring for an unfavorable turn of events |
| CN108798060A (en) * | 2018-07-09 | 2018-11-13 | 四川农业大学 | A kind of anti-skid and waterproof reinforcing slips strip device suit being suitable for traditional tile roofing |
| CN108798060B (en) * | 2018-07-09 | 2023-08-15 | 四川农业大学 | Slip strip device suit is consolidated in waterproof antiskid suitable for traditional tile roofing |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206562795U (en) | Steel building and its purlin reinforcement system | |
| CN105971189A (en) | Precast concrete sandwich cladding wall panel provided with ribs | |
| CN107435394A (en) | A kind of partition wall and its attachment structure | |
| CN206737130U (en) | A kind of longitudinally mounted structure of sandwich wall | |
| CN206615674U (en) | A kind of single belt vestibule of Square Steel Tubes Truss structure | |
| CN104818785B (en) | Cold-formed steel combined wall with support and installation method | |
| CN108625614A (en) | Steel building and its purlin reinforcement system | |
| CN109056497A (en) | A kind of Soviet Union builds-novel combination type trusses | |
| CN207267962U (en) | The general telescopic sustaining wall of assembly of disk button cat ladder | |
| CN208965884U (en) | A kind of Novel variable-section steel column | |
| CN209367607U (en) | A kind of mounting structure that people's goods elevator attached wall lengthening rods are fixed | |
| CN207749651U (en) | A kind of reinforcing construction of Truss Joint connection | |
| CN209723692U (en) | Reinforce roof purline structure | |
| CN107090943B (en) | Light steel roof system with angle brace as purline fulcrum | |
| CN104937172B (en) | Large span ripple-purlin composite bridge | |
| CN206397192U (en) | A kind of steel-structure beam-column node haunch reinforcing construction | |
| CN205975984U (en) | Roofing purlin and side direction support piece's connection structure | |
| CN218862185U (en) | Tower crane attaches interior reinforced structure of roof beam floor board | |
| CN204850058U (en) | Curtain and steel room lid and lower floor's large -span concrete platform connection structure that encorbelments | |
| CN106760198B (en) | A kind of hole column for light gauge cold-formed steel shape house | |
| CN220580335U (en) | Building roof truss | |
| CN109024885A (en) | A kind of conveying gallery security structure | |
| CN220539313U (en) | Fastener type high formwork system safety corner support mechanism for building construction | |
| CN207582804U (en) | A kind of angle steel formula angle brace structure for inner panel | |
| CN207079789U (en) | A kind of hollow floor steel girt strip |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |