CN207944556U - A kind of truss and shaped steel combination building system - Google Patents
A kind of truss and shaped steel combination building system Download PDFInfo
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- CN207944556U CN207944556U CN201721377371.7U CN201721377371U CN207944556U CN 207944556 U CN207944556 U CN 207944556U CN 201721377371 U CN201721377371 U CN 201721377371U CN 207944556 U CN207944556 U CN 207944556U
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- purlin
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 39
- 239000010959 steel Substances 0.000 title claims abstract description 39
- 238000010276 construction Methods 0.000 abstract description 4
- 238000009434 installation Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 210000001562 sternum Anatomy 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
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- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000009436 residential construction Methods 0.000 description 1
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Abstract
The utility model proposes a kind of truss and shaped steel combination building system, for building warehouse or workshop, including：Rigid-frame column beam, center pillar, purlin, cornice support unit, wall stand column, truss-like secondary beam and truss-like joist.Wherein, rigid-frame column beam connects cornice support unit；Center pillar is set on rigid-frame column beam；Purlin is set between rigit-frame beam；Purlin includes cornice purlin and roof purline；Cornice support unit is set between cornice purlin；One end of cornice support unit and rigit-frame beam connects；Wall stand column is arranged in parallel between rigid-frame column；Truss-like secondary beam is arranged in parallel between rigit-frame beam；Truss-like secondary beam is located at the lower section of purlin；The both ends of truss-like secondary beam are separately connected truss-like joist.The utility model with cost performance all kinds of components carry out Economical Combination, give full play to respective feature so that the steel content of workshop or depot establishment within the scope of certain specification and load is greatly reduced, amount of deflection is small, comprehensive cost low, construction it is convenient.
Description
Technical field
The utility model is related to industry and residential construction area, more particularly to a kind of truss and shaped steel combination Architecture Department
System.
Background technology
Portal Frame Light Steel Structure is widely used in workshop, depot establishment.Wherein, Portal Frame Light Steel Structure uses type
Steel makes portal-rigid frames, and light gauge cold-formed steel shape makees purlin and wall beam, and profiled sheet or light-weight laminboard make roofing, metope goes along with sb. to guard him knot
Structure.On the one hand, traditional steel flanged beam H profile steel beam column, because current specifications has strict demand to ratio of height to thickness of its plate and width-thickness ratio etc.,
So that plate thickness is usually all bigger, it is relatively high to the steel content of whole building.
In addition, in current Portal Frame Light Steel Structure, the span needs of the purlin in many warehouses or workshop reach
12m will reach existing building requirement according to existing purlin specification, and after considering overlap joint, single purlin length generally reaches 14m
Or bigger.As a result, many problems are brought to the production, transport and in-site installation of purlin structure.Furthermore the purlin of large span,
Section is usually larger so that purlin steel content increases；The large span purlin of metope, easy tos produce deformation, and amount of deflection is larger, gives
Metope window, wallboard installation trouble.
Invention content
The purpose of this utility model is to provide a kind of truss and shaped steel combination building system, to overcome in the prior art
There are the problem of, truss described in the utility model and shaped steel combination building system steel content is low, comprehensive cost low, construction
It is convenient, while making the amount of deflection of building small.
To achieve the above object, technical solution used by the utility model is as follows：
A kind of truss and shaped steel combination building system, for building warehouse or workshop, including：
Rigid-frame column beam, the rigid-frame column beam include rigid-frame column and one end rigit-frame beam connected vertically with the rigid-frame column；
The rigid-frame column beam include the first rigid-frame column beam and with the first rigid-frame column beam the second rigid-frame column beam disposed in parallel；It is described rigid
Cornice support unit is arranged in the connecting pin of trestle and rigit-frame beam；
At least one center pillar, the center pillar is vertical with the rigit-frame beam, and one end of the center pillar is connect with the rigit-frame beam,
The other end of the center pillar is concordant backwards to described rigit-frame beam one end with the rigid-frame column；
Purlin, the purlin are set between the rigit-frame beam；The purlin include cornice purlin and with the cornice purlin
Item roof purline disposed in parallel；Pass through the parallel connection of fixing piece between the purlin；The cornice purlin is set to described rigid
It sets a roof beam in place and connects one end of the rigid-frame column；One of them described cornice purlin connects the rigid-frame column and the rigit-frame beam simultaneously；
Cornice support unit, the cornice support unit include at least one along workshop longitudinally elongated setting for resisting
The truss member group of metope horizontal force, the truss member group are set between the cornice purlin；The cornice support unit
It is formed and is closed with entire roof support, entire cornice support unit is a finished product member；
Wall stand column, the wall stand column are arranged in parallel between the rigid-frame column；One end of the wall stand column and the rigid frame
Column is concordant backwards to one end of the rigit-frame beam；The other end of the wall stand column connects cornice support unit；
Truss-like secondary beam, the truss-like secondary beam are arranged in parallel between the rigit-frame beam；The truss-like secondary beam is located at
The lower section of the purlin；The both ends of the truss-like secondary beam along its length are separately connected truss-like joist；The truss-like
Beam is concordant with the upper surface of the rigit-frame beam；
Truss-like joist, the truss-like joist are arranged in parallel in the first rigid frame beam-column unit and the second rigid frame beam column
Between unit.
Preferably, the truss-like joist includes cornice truss-like joist and roofing truss formula joist；Wherein, the cornice
Truss-like joist is set between the rigid-frame column；The roofing truss formula joist is set between the rigit-frame beam；The room
The center pillar is arranged in face truss-like joist and the junction of the rigit-frame beam.
Preferably, the eaves height of the building system is no more than 10m.
Preferably, the roofing truss formula joist includes the first roofing truss formula joist and the second roofing truss formula joist；
The second roofing truss formula joist is located at the rigit-frame beam backwards to one end of the rigid-frame column；The first roofing truss formula support
Beam is between the second roofing truss formula joist and the cornice truss-like joist.
Preferably, the first roofing truss formula joist passes through the truss-like secondary beam.
Preferably, roofing structure is set between the truss-like joist；The roofing structure bit
In the lower section of the purlin.
Preferably, the roofing structure is made of cross one another two truss members.
Preferably, the rigid-frame column, wall stand column and center pillar are directly connect with terrace, basis and terrace integrated treatment.
Compared with prior art, the beneficial effects of the utility model are mainly reflected in：The rigid-frame column beam of the utility model is adopted
With shaped steel, in the case where undertaking same load, the Steel material dosage of the system is few, so that the steel content of the system
It is low.The utility model is overlapped mutually setting using truss-like secondary beam and cornice support unit, not only allows cornice support unit can be with
As two cornice purlins, simultaneously because the presence of truss-like secondary beam, causes the span of cornice support unit to reduce, makes the component
When horizontally disposed, it can not only play the role of horizontal anti-side, but also vertical force, and the specification of its chord member can be undertaken as purlin
It is matched with purlin.Aforementioned features so that cornice support unit can be prefabricated into elongated whole, be held on above other truss and
It will not collide with each other, greatly facilitate making and installation, ensure construction quality.In addition, the utility model is without being separately provided ground
Base so that using the comprehensive cost low of the whole building of the system.
Description of the drawings
Fig. 1 be one embodiment of the utility model truss and shaped steel combination building system structural schematic diagram；
Fig. 2 is the structural schematic diagram of the cornice support unit of one embodiment of the utility model；
Fig. 3 is the partial schematic diagram of one embodiment of the utility model.
Wherein, 1- rigid-frame columns, 2- rigit-frame beams, 3- wall stand columns, 4- center pillars, 5- truss-like joists, 6- truss-like secondary beams, 7- eaves
Mouth purlin, 8- cornice support units, 9- roof purlines, 10- roofing structures.
Specific implementation mode
Below in conjunction with attached drawing, technical solution used by the utility model is further described.
As shown in Figure 1, in the present embodiment, a kind of truss and shaped steel combination building system, for building warehouse or factory
Room, including：Rigid-frame column beam, center pillar 4, purlin, cornice support unit 8, wall stand column 3, truss-like secondary beam 6 and truss-like joist 5.
Wherein, rigid-frame column beam, rigid-frame column beam include rigid-frame column 1 and one end rigit-frame beam 2 connected vertically with rigid-frame column 1；
Rigid-frame column beam include the first rigid-frame column beam and with the first rigid-frame column beam the second rigid-frame column beam disposed in parallel；Rigid-frame column 1 and rigid frame
The connecting pin setting cornice support unit 8 of beam 2.As shown in Fig. 2, in the present embodiment, the type that rigid-frame column 1, rigit-frame beam 2 are all made of
Steel (shaped steel, that is, Ripple Sternum), waveform are the effective specific waveforms of a total cross-section.
At least one center pillar 4, center pillar 4 is vertical with the rigit-frame beam, and one end of center pillar 4 is connect with the rigit-frame beam, center pillar 4
The other end it is concordant backwards to described rigit-frame beam one end with the rigid-frame column.In the present embodiment, center pillar 4 is to be set among a Pin rigid frames
The steel column set is connected using the square tube or pipe of rolling or welding with rigit-frame beam.
Purlin, purlin are set between rigit-frame beam 2；Purlin include cornice purlin 7 and with 7 room disposed in parallel of cornice purlin
Face purlin 9；Pass through the parallel connection of fixing piece between purlin；Cornice purlin 7 is set to one end that rigit-frame beam 2 connects rigid-frame column 1；Its
In cornice purlin 7 connect rigid-frame column 1 and rigit-frame beam 2 simultaneously.Purlin forms the shorter multispan continuous structure of every segment length.
For horizontal windproof cornice support unit 8, cornice support unit 8 includes at least one and sets along workshop is longitudinally elongated
The truss member group for resisting metope horizontal force set, truss member group are set between cornice purlin 7；Cornice support unit
8 form closure with entire roof support, and entire cornice support unit 8 is a finished product member.
Wall stand column 3, wall stand column 3 are arranged in parallel between rigid-frame column 1；One end of wall stand column 3 is with rigid-frame column 1 backwards to rigit-frame beam
2 one end is concordant；The other end connection cornice support unit 8 of wall stand column 3.In the present embodiment, the quantity of wall stand column 3 is one
Or multiple, the shaped steel (Ripple Sternums of specific waveforms) or truss (specific chord member section) of 3 use of wall stand column.
As shown in figure 3, truss-like secondary beam 6 is arranged in parallel between rigit-frame beam 2；Truss-like secondary beam 6 is located at the lower section of purlin；
The both ends of truss-like secondary beam 6 along its length are separately connected truss-like joist 5；Truss-like secondary beam 6 and the upper surface of rigit-frame beam 2 are flat
Together.A Pin or more Pin can be arranged in truss-like secondary beam 6 as needed, along workshop longitudinally elongated setting；Roof purline 9 forms every segment length
The shorter multispan continuous structure of degree.
Truss-like joist 5, truss-like joist 5 are arranged in parallel in 2 pole unit of 2 pole unit of the first rigit-frame beam and the second rigit-frame beam
Between.Further, roofing structure 10 is set between truss-like joist 5；Roofing structure 10 is located at purlin
The lower section of item；Roofing structure 10 is made of cross one another two truss members.
Specifically, truss-like joist 5 includes cornice truss-like joist 5 and roofing truss formula joist 5；Wherein, cornice truss
Formula joist 5 is set between rigid-frame column 1；Roofing truss formula joist 5 is set between rigit-frame beam 2；Roofing truss formula joist 5 with just
Set a roof beam in place 2 junction setting center pillar 4.Wherein, the eaves height of building system is no more than 10m, using 12x12 (15) m's or so
Colum network size.
Further, roofing truss formula joist 5 includes the first roofing truss formula joist 5 and the second roofing truss formula joist 5；
Second roofing truss formula joist 5 is located at the one end of rigit-frame beam 2 backwards to rigid-frame column 1；First roofing truss formula joist 5 is located at the second room
Between face truss-like joist 5 and cornice truss-like joist 5.Wherein, the first roofing truss formula joist 5 passes through truss-like secondary beam 6.Its
In, the roofing structure 10 between cornice truss-like joist 5 and the first roofing truss formula joist 5 can resist metope level
Power.
In the present embodiment, rigid-frame column 1, wall stand column 3 and center pillar 4 are not separately provided basis, but by basis and terrace
Integrated treatment.
By setting rigid-frame column beam, the shaped steel that rigid-frame column beam uses, in the case where same load can be undertaken, the structure
Material utilization amount is few.
By the way that truss-like secondary beam is arranged so that purlin forms the continuous structure of the shorter multispan of every segment length, improves purlin
The service life of item reduces economic cost input.
By the way that cornice support unit is arranged, it is different from traditional way, which is set to truss-like secondary beam
On so that the span of cornice support unit is reduced, and has the function of resisting horizontal wind-force.The cornice support unit can double as purlin
It uses, a closed supporting surface is formed with rigid-frame column beam, truss-like joist.In addition, the cornice support unit can be integrally pre-
System is convenient for in-site installation.
By the way that wall stand column is arranged, wall purlins span is reduced, to reduce the effective depth of section of wall purlins, is subtracted
Small wall thickness improves the usable floor area of whole building.Meanwhile the wall beam of short span can give building to provide better rigidity so that
The aesthetics of whole building increase and construct it is convenient.
In addition, rigid-frame column, wall stand column and center pillar connect with ground and basis are not separately provided, but basis and terrace is integrated
Change so that total Equalsettlement can remove the expense of many basement process from, save the cost of the synthesis of whole building.
Compared with prior art, the shaped steel that the rigid-frame column beam of the utility model uses, in the case where undertaking same load,
The Steel material dosage of the system is few, so that the steel content of the system is low.The utility model utilizes truss-like secondary beam and cornice
Support unit is overlapped mutually setting, not only allows cornice support unit that can double as two cornice purlins, simultaneously because truss-like
The presence of beam causes the span of cornice support unit to reduce, and when the modular level being made to arrange, can both play horizontal anti-side and make
With, and vertical force can be undertaken, and the specification of its chord member is matched with purlin as purlin.Aforementioned features so that cornice supports
Unit can be prefabricated into elongated whole, be held on above other truss without colliding with each other, greatly facilitate making and peace
Dress ensures construction quality.In addition, the utility model is without being separately provided ground so that apply the comprehensive of the whole building of the system
Close low cost.
The preferred embodiment that above are only the utility model, does not play the role of any restrictions to the utility model.
Any person of ordinary skill in the field, in the range of not departing from the technical solution of the utility model, to the utility model
The technical solution and technology contents of exposure make the variations such as any type of equivalent replacement or modification, belong to without departing from the utility model
Technical solution content, still fall within the scope of protection of the utility model.
Claims (8)
1. a kind of truss and shaped steel combination building system, for building warehouse or workshop, which is characterized in that including：
Rigid-frame column beam, the rigid-frame column beam include rigid-frame column and one end rigit-frame beam connected vertically with the rigid-frame column；It is described
Rigid-frame column beam include the first rigid-frame column beam and with the first rigid-frame column beam the second rigid-frame column beam disposed in parallel；The rigid-frame column
Cornice support unit is set with the connecting pin of rigit-frame beam；
At least one center pillar, the center pillar is vertical with the rigit-frame beam, and one end of the center pillar is connect with the rigit-frame beam, another
End is concordant backwards to described rigit-frame beam one end with the rigid-frame column；
Purlin, the purlin are set between the rigit-frame beam；The purlin includes cornice purlin and is put down with the cornice purlin
The roof purline of row setting；Pass through the parallel connection of fixing piece between the purlin；The cornice purlin is set to the rigit-frame beam
Connect one end of the rigid-frame column；One of them described cornice purlin connects the rigid-frame column and the rigit-frame beam simultaneously；
Cornice support unit, the cornice support unit include at least one along workshop longitudinally elongated setting for resisting metope
The truss member group of horizontal force, the truss member group are set between the cornice purlin；The cornice support unit with it is whole
A roof support, which is formed, to be closed, and entire cornice support unit is a finished product member；
Wall stand column, the wall stand column are arranged in parallel between the rigid-frame column；It is carried on the back with the rigid-frame column one end of the wall stand column
One end to the rigit-frame beam is concordant；The other end of the wall stand column connects cornice support unit；
Truss-like secondary beam, the truss-like secondary beam are arranged in parallel between the rigit-frame beam；The truss-like secondary beam is located at described
The lower section of purlin；The both ends of the truss-like secondary beam along its length are separately connected truss-like joist；The truss-like secondary beam with
The upper surface of the rigit-frame beam is concordant；
Truss-like joist, the truss-like joist are arranged in parallel between the first rigid-frame column beam and the second rigid-frame column beam.
2. truss according to claim 1 and shaped steel combination building system, which is characterized in that the truss-like joist packet
Include cornice truss-like joist and roofing truss formula joist；Wherein, the cornice truss-like joist is set between the rigid-frame column；
The roofing truss formula joist is set between the rigit-frame beam；The junction of the roofing truss formula joist and the rigit-frame beam
The center pillar is set.
3. truss according to claim 2 and shaped steel combination building system, which is characterized in that the eaves of the building system
Open height is no more than 10m.
4. truss according to claim 2 and shaped steel combination building system, which is characterized in that the roofing truss formula support
Beam includes the first roofing truss formula joist and the second roofing truss formula joist；The second roofing truss formula joist is located at described rigid
It sets a roof beam in place backwards to one end of the rigid-frame column；The first roofing truss formula joist is located at the second roofing truss formula joist and institute
It states between cornice truss-like joist.
5. truss according to claim 4 and shaped steel combination building system, which is characterized in that first roofing truss
Formula joist passes through the truss-like secondary beam.
6. truss according to claim 1 and shaped steel combination building system, which is characterized in that the truss-like joist it
Between be arranged roofing structure；The roofing structure is located at the lower section of the purlin.
7. truss according to claim 6 and shaped steel combination building system, which is characterized in that the roofing
Structure is made of cross one another two truss members.
8. truss according to claim 1 and shaped steel combination building system, which is characterized in that the rigid-frame column, wall stand
Column and center pillar are directly connect with terrace, basis and terrace integrated treatment.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721377371.7U CN207944556U (en) | 2017-10-24 | 2017-10-24 | A kind of truss and shaped steel combination building system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721377371.7U CN207944556U (en) | 2017-10-24 | 2017-10-24 | A kind of truss and shaped steel combination building system |
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| Publication Number | Publication Date |
|---|---|
| CN207944556U true CN207944556U (en) | 2018-10-09 |
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ID=63703173
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721377371.7U Expired - Fee Related CN207944556U (en) | 2017-10-24 | 2017-10-24 | A kind of truss and shaped steel combination building system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207944556U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107761956A (en) * | 2017-10-24 | 2018-03-06 | 上海欧本钢结构有限公司 | A kind of truss and shaped steel combination building system |
| CN110616842A (en) * | 2019-08-20 | 2019-12-27 | 上海宝冶冶金工程有限公司 | Construction method of purline assembly in steel structure coal shed |
-
2017
- 2017-10-24 CN CN201721377371.7U patent/CN207944556U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107761956A (en) * | 2017-10-24 | 2018-03-06 | 上海欧本钢结构有限公司 | A kind of truss and shaped steel combination building system |
| CN107761956B (en) * | 2017-10-24 | 2023-11-07 | 上海欧本钢结构有限公司 | Truss and profile steel combined building system |
| CN110616842A (en) * | 2019-08-20 | 2019-12-27 | 上海宝冶冶金工程有限公司 | Construction method of purline assembly in steel structure coal shed |
| CN110616842B (en) * | 2019-08-20 | 2021-05-14 | 上海宝冶冶金工程有限公司 | Construction method of purline assembly in steel structure coal shed |
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| CF01 | Termination of patent right due to non-payment of annual fee |