CN207295986U - Assembled interlocks Bailey bracket steel building - Google Patents
Assembled interlocks Bailey bracket steel building Download PDFInfo
- Publication number
- CN207295986U CN207295986U CN201721291036.5U CN201721291036U CN207295986U CN 207295986 U CN207295986 U CN 207295986U CN 201721291036 U CN201721291036 U CN 201721291036U CN 207295986 U CN207295986 U CN 207295986U
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- steel
- bailey bracket
- building
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- empty stomach
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 98
- 239000010959 steel Substances 0.000 title claims abstract description 98
- 210000002784 stomach Anatomy 0.000 claims abstract description 35
- 238000000926 separation method Methods 0.000 claims abstract description 5
- 238000003466 welding Methods 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract description 4
- 238000010276 construction Methods 0.000 description 8
- 238000010586 diagram Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 2
- 235000015170 shellfish Nutrition 0.000 description 2
- 239000004566 building material Substances 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
Interlock Bailey bracket steel building the utility model discloses a kind of assembled, this building includes some steel columns for being welded with axis pin and being hinged otic placode, some standard type Bailey brackets, some middle part empty stomach steel truss, the steel-frame beam of some lateral arrangements and some concrete floors, some steel column perpendicular separation arrangements, some standard type Bailey brackets are hinged otic placode with the axis pin of adjacent steel column respectively and are hinged, some middle part empty stomach steel truss are connected with horizontally adjacent standard type Bailey bracket, the middle part of some middle part empty stomach steel truss is on an empty stomach as building door opening, the steel-frame beam of some lateral arrangements is arranged on the steel column of same facade, some concrete floors respectively with vertically adjacent to the top-bottom chord of standard type Bailey bracket be connected.Standard type Bailey bracket is applied to staggered truss steel frame structural system by this building, and realizes that quick assembled type is constructed, and installation effectiveness and speed of application is greatly improved, while effectively improve the flexibility of building arrangements.
Description
Technical field
A kind of assembled is the utility model is related to interlock Bailey bracket steel building.
Background technology
At present, the green to building trade and sustainable development, are focusing on novel building industrialization and assembled is built
Build, forward direction is to industrialize, the information-based and intelligent modern architecture industrial transformation for main feature upgrades.Country widelys popularize
Assembled architecture, strives with 10 years or so time, making the ratio that assembled architecture accounts for new building reach 30%, steadily and surely pushing away
Wide steel building.Assembling type steel structure building is green, environmental protection, low-carbon, energy-saving building, while can greatly save manpower money
Source, improves construction efficiency.Meanwhile major urban land resource is in short supply, land used of advocating thriftiness energetically, building storey is higher and higher,
It would therefore be desirable to have more rich, more advanced, more scientific structural system as support.
Staggered truss steel frame structural system is a kind of structural system efficiently, practical, economic, suitable for high residential building,
The rectangle planes such as hotel, office building, the plane of polygon and the steel house structure of arc-plane are made of rectangle.Staggeredly
Truss steel frame structural system is made of column, truss and floor, and the height of truss is identical with floor height, and span is equal to the width in house
Degree, truss is in adjacent colonnade interlaced arrangement.Its stress has following features：The vertical uniform load q that floorboard transmits is in the string of truss
Bar；Under horizontal loads, shearing passes to truss by floor and winds up, then is delivered to truss lower edge by truss web,
Then it is connected by truss lower edge with floor and reaches lower floor's floor, is finally transferred to basis.Although truss interlaced arrangement, by each
The space behavior that floor plate provides, can make it similar with frame shear wall structure in lateral loads lower stress, so structure
Rigidity and intensity it is preferable, under vertical load and horizontal loads, moment of flexure very little in column, is primarily subjected to axle power.
The structure has many advantages：Can provide compared with large span and twice of column away from large space, architectural composition freedom and flexibility；
Material use is efficient, structure lightened, and foundation load is smaller, can reduce cost；The anti-side rigidity and lateral resisting in truss direction
Greatly；Main member such as frame beam column and truss make in factory, and agent structure can realize fully-prefabricated assembled construction substantially, construct
Speed is fast, short time limit, meets the trend of building industrialization development；Total cost is low, is shown according to engineering experience, in its scope of application
Interior, its cost is less than steel-frame structure, concrete frame barrel structure, concrete frame shear structure.The structure is also that a kind of environment-friendly type is green
Color architectural structure system, construction site wet construction is few, and construction noise is small, and dust pollution is few, is conducive to purify construction site, can adopt
With green building material, building waste is reduced, meets the trend of Green Architectural Development.
At present, standard type Bailey bracket is widely used in the engineerings such as temporary bridge, temporary support, and numerous manufacturers can carry
It is high with national building industrialization strategy compatible degree, it is not necessary to extra society's money for standardizing, industrializing and the big production of socialization
Source is put into, if great social profit will be produced by being applied to assembling type steel structure, and the force-mechanism of standard type Bailey bracket with
Truss structure is similar.Such as consider building function demand, connecting node construction, standard type Bailey bracket is applied to staggered truss
In steel frame structural system, existing resource must can be made full use of, accelerates the development process of assembled architecture steel construction.
The content of the invention
Technical problem to be solved in the utility model is to provide a kind of assembled and interlocks Bailey bracket steel building, originally builds
Build and standard type Bailey bracket is applied to staggered truss steel frame structural system, and realize that quick assembled type is constructed, significantly carry
High installation effectiveness and speed of application, while effectively improve the flexibility of building arrangements.
In order to solve the above technical problems, the utility model assembled interlocks, Bailey bracket steel building includes some be welded with
Axis pin is hinged steel column, some standard type Bailey brackets, some middle part empty stomach steel truss, the steel frame of some lateral arrangements of otic placode
Beam and some concrete floors, some steel column perpendicular separations arrangement, some standard type Bailey brackets respectively with it is adjacent
The axis pin of the steel column is hinged otic placode and is hinged, some middle part empty stomach steel truss and the horizontally adjacent standard type Bailey bracket
Connection, the middle part of some middle part empty stomach steel truss is on an empty stomach as building door opening, the steel-frame beam of some lateral arrangements
Arranged on the steel column of same facade, some concrete floors respectively with vertically adjacent to the standard type Bailey bracket
Top-bottom chord connects.
Further, it is that single axis pin is hinged otic placode and double pin axle is hinged otic placode that the axis pin of the steel column welding, which is hinged otic placode,
The list axis pin is hinged otic placode and is respectively welded in the bottom of the steel column and top and is respectively articulated with bottom standard type shellfish thunder
The base of frame and the top margin of top layer standard type Bailey bracket, the double pin axle are hinged otic placode and are respectively welded in the middle part of the steel column
And it is respectively articulated with the adjacent edge of adjacent modular type Bailey bracket.
Further, some middle part empty stomach steel truss are connected with the horizontally adjacent standard type Bailey bracket by axis pin,
And middle part empty stomach steel truss is located at the centre position of steel column structural span.
Further, the middle part empty stomach steel truss and horizontally adjacent standard type Bailey bracket form load-carrying members, the load-bearing
Structure acceptance of the bid pseudotype Bailey bracket arranged superposed is simultaneously combined and spliced integral with the middle part empty stomach steel truss.
Further, the spacing modulus of some concrete floors is 1.5m.
Since the utility model assembled Bailey bracket steel building that interlocks employs above-mentioned technical proposal, i.e., this building is wrapped
Include some axis pins that are welded with and be hinged the steel column of otic placode, some standard type Bailey brackets, some middle part empty stomach steel truss, some transverse directions
The steel-frame beam of arrangement and some concrete floors, some steel column perpendicular separations arrangement, some standard type Bailey brackets respectively with
The axis pin of adjacent steel column is hinged otic placode and is hinged, and some middle part empty stomach steel truss are connected with horizontally adjacent standard type Bailey bracket, if
On an empty stomach as building door opening, the steel-frame beam of some lateral arrangements is arranged on the type of same facade at the middle part of dry middle part empty stomach steel truss
Steel column, some concrete floors respectively with vertically adjacent to the top-bottom chord of standard type Bailey bracket be connected.This building is by standard type
Bailey bracket is applied to staggered truss steel frame structural system, and realizes that quick assembled type is constructed, and installation effect is greatly improved
Rate and speed of application, while effectively improve the flexibility of building arrangements.
Brief description of the drawings
The utility model is described in further detail with embodiment below in conjunction with the accompanying drawings：
Fig. 1 interlocks Bailey bracket steel building schematic diagram for the utility model assembled；
Fig. 2 be in Fig. 1 A to schematic diagram；
Fig. 3 is middle part empty stomach steel truss structure schematic diagram in this building；
Fig. 4 is B portions enlarged drawing in Fig. 1；
Fig. 5 is C portions enlarged drawing in Fig. 1.
Embodiment
As shown in Figure 1, Figure 2 and Figure 3, the utility model assembled interlocks Bailey bracket steel building including some to embodiment
It is welded with steel column 1, some standard type Bailey brackets 2, some middle part empty stomach steel truss 3, some horizontal cloth that axis pin is hinged otic placode
The steel-frame beam 4 and some concrete floors 5 put, some 1 perpendicular separation of steel column arrangements, some standard type shellfish thunders
Frame 2 is hinged otic placode with the axis pin of the adjacent steel column 1 respectively and is hinged, some middle part empty stomach steel truss 3 with it is horizontally adjacent
The standard type Bailey bracket 2 connects, and the middle part of some middle part empty stomach steel truss 3 is described some on an empty stomach as building door opening
The steel-frame beam 4 of lateral arrangement be arranged on same facade the steel column 1, some concrete floors 5 respectively with vertical phase
The top-bottom chord connection of the adjacent standard type Bailey bracket 2.
As shown in Figure 4 and Figure 5, it is preferred that it is that single axis pin is hinged otic placode 11 that the axis pin that the steel column 1 welds, which is hinged otic placode,
Be hinged otic placode 12 with double pin axle, the list axis pin be hinged otic placode 11 be respectively welded in the bottom of the steel column 1 and top and
The base of bottom standard type Bailey bracket 2 and the top margin of top layer standard type Bailey bracket 2 are respectively articulated with, the double pin axle is hinged otic placode 12
It is respectively welded in the middle part of the steel column 1 and is respectively articulated with the adjacent edge of adjacent modular type Bailey bracket 2.Steel column passes through list
Axis pin is hinged otic placode and double pin axle is hinged otic placode and hingedly forms stress entirety with standard type Bailey bracket, improves the reliable of building structure
Property.
Preferably, some middle part empty stomach steel truss 3 are connected with the horizontally adjacent standard type Bailey bracket 2 by axis pin
Connect, and middle part empty stomach steel truss 3 is located at the centre position of 1 structural span of steel column.
Preferably, the middle part empty stomach steel truss 3 and horizontally adjacent standard type Bailey bracket 2 form load-carrying members, described to hold
2 arranged superposed of weight structure acceptance of the bid pseudotype Bailey bracket is simultaneously combined and spliced integral with the middle part empty stomach steel truss 3.
Preferably, the spacing modulus of some concrete floors 5 is 1.5m.The spacing is structure floor height, is usually set
Standby 1.5 meters of layer, 3 meters of index bed, part increase 4.5~6 meters of layer, it is the vertical overlapping height of some standard type Bailey brackets, square
Just the generalization and standardization of whole building element.
The steel column of this building and the connection of load-carrying members are hinged without using site welding, being greatly improved for axis pin
Installation effectiveness and speed of application；Standard type Bailey bracket is connected to form overall truss principal structure by middle part empty stomach steel truss,
At the same time reserved doorway positions, can obtain it is larger use space, make the arrangement of building structure more flexible and convenient；At the same time can basis
Span and load, the laterally and longitudinally arrangement number of freedom and flexibility selection criteria type Bailey bracket are built, there is stronger be applicable in
Property and versatility.
When this building is actually built, according to building and load situation requirement, structure axis arranged type steel column is determined, so that really
Surely span is built, obtains the horizontal and vertical number of combinations of standard type Bailey bracket；It is true according to the combined situation of standard type Bailey bracket
The size of fixed middle part empty stomach steel truss and processing, shape is connected by standard type Bailey bracket with middle part empty stomach steel truss by axis pin
Integral load-carrying members truss；Single, double axis pin is hinged otic placode to be welded on the correspondence position of steel column, steel column and steel are installed
Vierendeel girder；Overall load-carrying members truss is layered and lifts and is hinged with steel column by axis pin；Layering lifting concrete floor is simultaneously
Layering carries out the second pouring of floor concrete, completes overall structure and builds.
Standard type Bailey bracket is applied in staggered truss steel frame structural system by this building, can make full use of existing resource
Socialization production is carried out, there is good application value, there is staggered truss steel frame structural system.
Claims (5)
- The Bailey bracket steel building 1. a kind of assembled interlocks, it is characterised in that：This building is hinged including some axis pins that are welded with The steel column of otic placode, some standard type Bailey brackets, some middle part empty stomach steel truss, the steel-frame beam of some lateral arrangements and some Concrete floor, some steel column perpendicular separations arrangement, some standard type Bailey brackets respectively with the adjacent shaped steel The axis pin of column is hinged otic placode and is hinged, and some middle part empty stomach steel truss are connected with the horizontally adjacent standard type Bailey bracket, institute The middle part of some middle part empty stomach steel truss is stated on an empty stomach as building door opening, the steel-frame beam of some lateral arrangements is arranged on same The steel column of facade, some concrete floors respectively with vertically adjacent to the standard type Bailey bracket top-bottom chord Connection.
- The Bailey bracket steel building 2. assembled according to claim 1 interlocks, it is characterised in that：The steel column welding Axis pin to be hinged otic placode be that single axis pin be hinged otic placode and double pin axle is hinged otic placode, single axis pin is hinged otic placode and is respectively welded in institute State the bottom of steel column and top and be respectively articulated with the base of bottom standard type Bailey bracket and the top of top layer standard type Bailey bracket Side, the double pin axle are hinged otic placode and are respectively welded in the middle part of the steel column and are respectively articulated with adjacent modular type Bailey bracket Adjacent edge.
- The Bailey bracket steel building 3. assembled according to claim 1 or 2 interlocks, it is characterised in that：It is described it is some in Portion's empty stomach steel truss is connected with the horizontally adjacent standard type Bailey bracket by axis pin, and middle part empty stomach steel truss is located at steel column The centre position of structural span.
- The Bailey bracket steel building 4. assembled according to claim 3 interlocks, it is characterised in that：The middle part hollow steel Truss and horizontally adjacent standard type Bailey bracket form load-carrying members, the load-carrying members get the bid pseudotype Bailey bracket arranged superposed and with The middle part empty stomach steel truss is combined and spliced integral.
- The Bailey bracket steel building 5. assembled according to claim 3 interlocks, it is characterised in that：If the dry concrete The spacing modulus of floor is 1.5m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721291036.5U CN207295986U (en) | 2017-10-09 | 2017-10-09 | Assembled interlocks Bailey bracket steel building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721291036.5U CN207295986U (en) | 2017-10-09 | 2017-10-09 | Assembled interlocks Bailey bracket steel building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207295986U true CN207295986U (en) | 2018-05-01 |
Family
ID=62413518
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721291036.5U Expired - Fee Related CN207295986U (en) | 2017-10-09 | 2017-10-09 | Assembled interlocks Bailey bracket steel building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207295986U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109356282A (en) * | 2018-11-30 | 2019-02-19 | 中国十七冶集团有限公司 | A kind of M shape Staggered Truss Frame System and construction method |
| CN109372099A (en) * | 2018-11-30 | 2019-02-22 | 中国十七冶集团有限公司 | A kind of assembling type steel structure Staggered-truss System and construction method |
| CN109629672A (en) * | 2017-10-09 | 2019-04-16 | 上海宝冶集团有限公司 | Assembled interlocks Bailey bracket steel building |
-
2017
- 2017-10-09 CN CN201721291036.5U patent/CN207295986U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109629672A (en) * | 2017-10-09 | 2019-04-16 | 上海宝冶集团有限公司 | Assembled interlocks Bailey bracket steel building |
| CN109356282A (en) * | 2018-11-30 | 2019-02-19 | 中国十七冶集团有限公司 | A kind of M shape Staggered Truss Frame System and construction method |
| CN109372099A (en) * | 2018-11-30 | 2019-02-22 | 中国十七冶集团有限公司 | A kind of assembling type steel structure Staggered-truss System and construction method |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180501 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |