CN108625614A - Steel building and its purlin reinforcement system - Google Patents
Steel building and its purlin reinforcement system Download PDFInfo
- Publication number
- CN108625614A CN108625614A CN201710154112.6A CN201710154112A CN108625614A CN 108625614 A CN108625614 A CN 108625614A CN 201710154112 A CN201710154112 A CN 201710154112A CN 108625614 A CN108625614 A CN 108625614A
- Authority
- CN
- China
- Prior art keywords
- purlin
- web
- reinforcement part
- bracing
- reinforcement system
- 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.)
- Pending
Links
- 230000002787 reinforcement Effects 0.000 title claims abstract description 87
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 50
- 239000010959 steel Substances 0.000 title claims abstract description 50
- 230000003014 reinforcing effect Effects 0.000 claims description 9
- 210000001015 abdomen Anatomy 0.000 claims description 2
- 238000010586 diagram Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- 238000010079 rubber tapping Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000002356 single layer Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention discloses a kind of steel building and its purlin reinforcement system, the purlin reinforcement system includes：Multiple purlins, multiple purlin interval settings；Bracing reinforcement part, the bracing reinforcement part is connected for adjacent with multiple purlins two respectively, the bracing reinforcement part includes at least web, and the width direction of the side surface for connecting the bracing reinforcement part on the purlin that the width direction of the web is connect with the web is along equidirectional orientation.Purlin reinforcement system according to the ... of the embodiment of the present invention has many advantages, such as that stability is strong, bearing capacity is high.
Description
Technical field
The present invention relates to construction engineering technical fields, in particular to a kind of purlin reinforcement system and have the purlin
The steel building of reinforcement system.
Background technology
Light weight steel structure in the related technology, roof purline are attached and add by the way that single layer or the double-deck tie rod is arranged
Gu but purlin is susceptible to too early unstability, causes bearing capacity relatively low.
Invention content
The present invention is directed to solve one of above-mentioned technical problem in the prior art at least to a certain extent.For this purpose, this hair
It is bright to propose that a kind of purlin reinforcement system, the purlin reinforcement system have many advantages, such as that stability is strong, bearing capacity is high.
The present invention also proposes a kind of steel building with the purlin reinforcement system.
To achieve the above object, embodiment according to the first aspect of the invention proposes a kind of purlin reinforcement system, described
Purlin reinforcement system includes：Multiple purlins, multiple purlin interval settings；Bracing reinforcement part, the bracing reinforcement part difference
Two adjacent with multiple purlins are connected, and the bracing reinforcement part includes at least web, the width direction of the web
The width direction of the side surface for connecting the bracing reinforcement part on the purlin being connect with the web is along equidirectional fixed
To.
Purlin reinforcement system according to the ... of the embodiment of the present invention has many advantages, such as that stability is strong, bearing capacity is high.
In addition, purlin reinforcement system according to the above embodiment of the present invention can also have following additional technical characteristic：
According to one embodiment of present invention, the bracing reinforcement part further includes from the web along perpendicular to the web
Direction extend flange plate.
According to one embodiment of present invention, the bracing reinforcement part is C-type steel or Z-shape steel.
According to one embodiment of present invention, every one end of the bracing reinforcement part is connected by angle steel with the purlin.
According to one embodiment of present invention, the angle steel for L-type steel and constitute two plates of the L-type steel respectively with institute
Purlin is stated with the web to be connected.
According to one embodiment of present invention, the purlin is C-type steel or Z-shape steel.
According to one embodiment of present invention, the length direction of multiple purlins transversely orients and is used to connect described
The width direction on the surface of bracing reinforcement part vertically orients, and the length direction of the web is longitudinally directed and width direction edge
Vertical orientation.
According to one embodiment of present invention, length of the length direction of the bracing reinforcement part perpendicular to the purlin connected
Spend direction.
According to one embodiment of present invention, the bracing reinforcement part is multiple and along the purlin length direction intervals
Setting.
Embodiment according to the second aspect of the invention proposes a kind of steel building, and the steel building includes basis
Purlin reinforcement system described in the embodiment of the first aspect of the present invention.
Steel building according to the ... of the embodiment of the present invention, described in embodiment according to the first aspect of the invention
Purlin reinforcement system, have many advantages, such as high capacity, reliable and stable.
Description of the drawings
Fig. 1 is the structural schematic diagram of purlin reinforcement system according to the ... of the embodiment of the present invention.
Fig. 2 is the structural schematic diagram of purlin reinforcement system according to the ... of the embodiment of the present invention.
Fig. 3 is the partial structural diagram of purlin reinforcement system according to the ... of the embodiment of the present invention
Fig. 4 is the structural schematic diagram of the angle steel of purlin reinforcement system according to the ... of the embodiment of the present invention
Reference numeral：Purlin reinforcement system 1, purlin 100, purlin are used to connect the surface 110 of bracing reinforcement part, support adds
Firmware 200, web 210, flange plate 220, angle steel 300.
Specific implementation mode
The embodiment of the present invention is described below in detail, examples of the embodiments are shown in the accompanying drawings, wherein from beginning to end
Same or similar label indicates same or similar element or element with the same or similar functions.Below with reference to attached
The embodiment of figure description is exemplary, it is intended to for explaining the present invention, and is not considered as limiting the invention.
In the description of the present invention, it is to be understood that, term "center", " longitudinal direction ", " transverse direction ", " length ", " width ",
" thickness ", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom" "inner", "outside", " up time
The orientation or positional relationship of the instructions such as needle ", " counterclockwise ", " axial direction ", " radial direction ", " circumferential direction " be orientation based on ... shown in the drawings or
Position relationship is merely for convenience of description of the present invention and simplification of the description, and does not indicate or imply the indicated device or element must
There must be specific orientation, with specific azimuth configuration and operation, therefore be not considered as limiting the invention.
In addition, term " first ", " second " are used for description purposes only, it is not understood to indicate or imply relative importance
Or implicitly indicate the quantity of indicated technical characteristic.Define " first " as a result, the feature of " second " can be expressed or
Implicitly include at least one this feature.In the description of the present invention, the meaning of " plurality " is at least two, such as two, three
It is a etc., unless otherwise specifically defined.
Below with reference to the accompanying drawings purlin reinforcement system 1 according to the ... of the embodiment of the present invention is described.
As Figure 1-Figure 4, purlin reinforcement system 1 according to the ... of the embodiment of the present invention includes that multiple purlins 100 and support add
Firmware 200.
The setting of the interval of multiple purlins 100.Bracing reinforcement part 200 is connected for adjacent with multiple purlins 100 two respectively, props up
It supports reinforcing member 200 and includes at least web 210, the use on purlin 100 that the width direction of web 210 is connect with the web 210
In connection bracing reinforcement part 200 a side surface 110 width direction along equidirectional orientation.In other words, purlin 100 has and is used for
The surface 110 of bracing reinforcement part is connected, the width direction of the width direction of web 210 along surface 110 orients.For example, purlin is used
Width direction in the surface 110 of connection bracing reinforcement part can be vertically oriented, and the width direction of web 210 can also
It is vertically oriented.It will be appreciated herein that the width direction finger pulp plate 210 of web 210 is considered as a not calculated thickness
Plane when width direction, width direction correspond to length direction, refer to shorter in length in two directions one.
Purlin reinforcement system 1 according to the ... of the embodiment of the present invention, by the way that bracing reinforcement part 200 is arranged, compared in the related technology
By the way of single layer tie rod or the double-deck tie rod connection purlin, bracing reinforcement part 200 can not only bear tensile stress, can also hold
Compression chord, comparison using can only bear the tie rod of tensile stress, can to avoid purlin 100 tensile stress and compression effect
Under be displaced or deform, improve the stability of each purlin 100, thereby may be ensured that the steel building stability and
Reliability.
Also, by the way that web 210 is arranged, the width direction of web 210 is made to be oriented along the width direction on surface 110, it can be with
Positioning reinforcing is carried out to purlin 100 in this direction using web 210, compared to the side for using tie rod connection purlin in the related technology
Formula can occur unstability to avoid purlin 100, so that multiple purlins 100 is connected into a stable structure, to further increase
The stability for stating steel building improves the bearing capacity of the steel building.
Therefore, purlin reinforcement system 1 according to the ... of the embodiment of the present invention has many advantages, such as that stability is strong, bearing capacity is high.
Below with reference to the accompanying drawings purlin reinforcement system 1 according to the specific embodiment of the invention is described.
In some specific embodiments of the present invention, as Figure 1-Figure 4, purlin reinforcing body according to the ... of the embodiment of the present invention
Be 1 include multiple purlins 100 and bracing reinforcement part 200.
Bracing reinforcement part 200 further includes from web 210 along the flange plate 220 extended perpendicular to the direction of web 210.In this way
Web 210 can be reinforced using flange plate 220, prevents web 210 from deforming when meeting with stresses, 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 not only can be further increased to add
The structural strength and stability of firmware 200, and can be with the processing and manufacture of reinforcing member 200 easy to support.
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 with the connection of reinforcing member 200 and purlin 100 easy to support.
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, but also the tapping screw can be made to be not easy to loosen, and further increases purlin
The reliability and stability of 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.It not only can be connected with purlin 100 and bracing reinforcement part 200 convenient for angle steel 300, Er Qieke
In order to the processing and manufacture of angle steel 300.
Optionally, as shown in Fig. 2, purlin 100 is C-type steel or Z-shape steel.It not only can 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 includes at least 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 a specific example of the invention.As Figure 1-Figure 4, multiple
The width direction that the length direction of purlin 100 transversely oriented and be used to connect the surface 110 of bracing reinforcement part 200 is vertically fixed
To the length direction of web 210 is longitudinally directed and width direction vertically orients.It will be appreciated herein that transverse direction, longitudinal direction
Including but not limited to horizontal direction, vertical includes but not limited to vertical direction.Further web 210 can be convenient for purlin in this way
100 are attached reinforcing, to further increase the stability of purlin reinforcement system 1.
Optionally, 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.It can avoid generating larger component on bracing reinforcement part 200 when purlin 100 meets with stresses in this way, to 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 for multiple and length direction intervals along purlin 100.This
Sample can be attached reinforcing using multiple bracing reinforcement parts 200 to purlin 100, further increase the steady of purlin reinforcement system 1
It is qualitative.
Specifically, web 210 is connected with a plate of angle steel 300 using welding or self-tapping screw.Angle steel 300
Another plate is connected with purlin 100 using self-tapping screw.
Steel building according to the ... of the embodiment of the present invention is described below.Steel building according to the ... of the embodiment of the present invention includes
Purlin reinforcement system 1 according to the above embodiment of the present invention.
Steel building according to the ... of the embodiment of the present invention, by using purlin reinforcing body according to the above embodiment of the present invention
It is 1, has many advantages, such as that bearing capacity is high, reliable and stable.
Other of steel building according to the ... of the embodiment of the present invention are constituted and are operated for those of ordinary skill in the art
For be all known, be not detailed herein.
In the present invention unless specifically defined or limited otherwise, term " installation ", " connected ", " connection ", " fixation " etc.
Term shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integral；Can be that machinery connects
It connects, can also be to be electrically connected or can communicate each other；It can be directly connected, can also indirectly connected through an intermediary, it can be with
It is the interaction relationship of the connection or two elements inside two elements, unless otherwise restricted clearly.For this field
For those of ordinary skill, the specific meanings of the above terms in the present invention can be understood according to specific conditions.
In the description of this specification, reference term " one embodiment ", " some embodiments ", " example ", " specifically show
The description of example " or " some examples " etc. means specific features, structure, material or spy described in conjunction with this embodiment or example
Point is included at least one embodiment or example of the invention.In the present specification, schematic expression of the above terms are not
It must be directed to identical embodiment or example.Moreover, particular features, structures, materials, or characteristics described can be in office
It can be combined in any suitable manner in one or more embodiments or example.In addition, without conflicting with each other, the skill of this field
Art personnel can tie the feature of different embodiments or examples described in this specification and different embodiments or examples
It closes and combines.
Although the embodiments of the present invention has been shown and described above, it is to be understood that above-described embodiment is example
Property, it is not considered as limiting the invention, those skilled in the art within the scope of the invention can be to above-mentioned
Embodiment is changed, changes, replacing and modification.
Claims (10)
1. a kind of purlin reinforcement system, which is characterized in that including：
Multiple purlins, multiple purlin interval settings；
Bracing reinforcement part, the bracing reinforcement part are connected for adjacent with multiple purlins two respectively, the bracing reinforcement
Part includes at least web, is used to connect the bracing reinforcement on the purlin that the width direction of the web is connect with the web
The width direction of one side surface of part is along equidirectional orientation.
2. purlin reinforcement system according to claim 1, which is characterized in that the bracing reinforcement part further includes from the abdomen
Plate is along the flange plate extended perpendicular to the direction of the web.
3. purlin reinforcement system according to claim 2, which is characterized in that the bracing reinforcement part is C-type steel or Z-type
Steel.
4. purlin reinforcement system according to claim 1, which is characterized 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, which is characterized 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, which is characterized in that the purlin is C-type steel or Z-shape steel.
7. purlin reinforcement system according to claim 1, which is characterized in that the length direction of multiple purlins is transversely
The width direction on the surface for orienting and being used to connect the bracing reinforcement part vertically orients, and the length direction of the web is along vertical
To orientation and width direction vertically orient.
8. purlin reinforcement system according to claim 1, which is characterized 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, which is characterized in that the bracing reinforcement part is multiple and along described
The length direction interval of purlin is arranged.
10. a kind of steel building, which is characterized in that include the purlin reinforcing body according to any one of claim 1-9
System.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710154112.6A CN108625614A (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 |
|---|---|---|---|
| CN201710154112.6A CN108625614A (en) | 2017-03-15 | 2017-03-15 | Steel building and its purlin reinforcement system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108625614A true CN108625614A (en) | 2018-10-09 |
Family
ID=63686693
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710154112.6A Pending CN108625614A (en) | 2017-03-15 | 2017-03-15 | Steel building and its purlin reinforcement system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108625614A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3092221A (en) * | 1959-08-07 | 1963-06-04 | Parkersburg Aetna Corp | Metal roof-supporting construction |
| CN101952523A (en) * | 2007-05-17 | 2011-01-19 | 巴特勒制造公司 | Purlin building system for metal building roof |
| CN201826399U (en) * | 2010-10-29 | 2011-05-11 | 上海欧本钢结构有限公司 | Matched structure of bi-directionally-clamped sag rod and purlin web plate |
| CN203188462U (en) * | 2013-04-02 | 2013-09-11 | 湖北弘毅钢结构工程有限公司 | Supporting member between light-weight portal steel frame ridge purlins |
| CN106639348A (en) * | 2016-11-02 | 2017-05-10 | 北京清华同衡规划设计研究院有限公司 | Purline reinforcing structure |
| CN206562795U (en) * | 2017-03-15 | 2017-10-17 | 王昌兴 | Steel building and its purlin reinforcement system |
-
2017
- 2017-03-15 CN CN201710154112.6A patent/CN108625614A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3092221A (en) * | 1959-08-07 | 1963-06-04 | Parkersburg Aetna Corp | Metal roof-supporting construction |
| CN101952523A (en) * | 2007-05-17 | 2011-01-19 | 巴特勒制造公司 | Purlin building system for metal building roof |
| CN201826399U (en) * | 2010-10-29 | 2011-05-11 | 上海欧本钢结构有限公司 | Matched structure of bi-directionally-clamped sag rod and purlin web plate |
| CN203188462U (en) * | 2013-04-02 | 2013-09-11 | 湖北弘毅钢结构工程有限公司 | Supporting member between light-weight portal steel frame ridge purlins |
| CN106639348A (en) * | 2016-11-02 | 2017-05-10 | 北京清华同衡规划设计研究院有限公司 | Purline reinforcing structure |
| CN206562795U (en) * | 2017-03-15 | 2017-10-17 | 王昌兴 | Steel building and its purlin reinforcement system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206562795U (en) | Steel building and its purlin reinforcement system | |
| CN103314167A (en) | Truss structure using a material having a pi-shaped cross-section as an upper chord | |
| CN105971189A (en) | Precast concrete sandwich cladding wall panel provided with ribs | |
| CN109339250A (en) | Joint strengthening type steel-pipe assembly concrete connecting structure and its construction method | |
| CN108625614A (en) | Steel building and its purlin reinforcement system | |
| CN109094820A (en) | Ring plate stove formula composite material main force support structure part | |
| CN107795140A (en) | Continuous reinforcing method for existing simple-supported C-shaped purline | |
| CN204703055U (en) | Based on the steel-ultra-high performance concrete combined beam structure of fin-plate type bridge floor | |
| CN207376816U (en) | A kind of steel I-beam column connected node | |
| CN103374996B (en) | Web combination beam and preparation method thereof | |
| CN108560943A (en) | The CFRP prestressing force assembled reinforcement means and reinforcement assembly of light steel flexural member | |
| CN209443356U (en) | A kind of composite structure box beam | |
| CN104818785A (en) | Cold-formed steel combined wall with support and installation method | |
| CN209145072U (en) | Have both the shear wall segmented reinforcing bar coupling beam of load-bearing and the dual function that consumes energy | |
| CN105484513B (en) | Flexural steel member ruggedized construction | |
| CN209723692U (en) | Reinforce roof purline structure | |
| CN102425266A (en) | Fiber reinforced composites-concrete composite beam with controllable ductility | |
| CN203475642U (en) | Coupled shear wall combining replaceable steel coupling beam and dual-layer steel plate high-strength concrete | |
| CN208167960U (en) | A kind of assembled-type house | |
| Lin et al. | Combined compression and bending behavior of built-up columns using high-strength steel | |
| CN207672406U (en) | Setback steel web concrete beam | |
| CN209145073U (en) | Have both the shear wall segmented steel coupling beam of load-bearing and the dual function that consumes energy | |
| CN205558033U (en) | Space truss roof beam | |
| CN105756284B (en) | A kind of folded plate type truss-type steel | |
| CN109610638A (en) | A kind of beam column of steel structure oblique pull supporting mechanism |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181009 |
|
| RJ01 | Rejection of invention patent application after publication |