CN107476423A - The assembling method of steel building - Google Patents
The assembling method of steel building Download PDFInfo
- Publication number
- CN107476423A CN107476423A CN201710648112.1A CN201710648112A CN107476423A CN 107476423 A CN107476423 A CN 107476423A CN 201710648112 A CN201710648112 A CN 201710648112A CN 107476423 A CN107476423 A CN 107476423A
- Authority
- CN
- China
- Prior art keywords
- pedestal
- truss
- assembling method
- column
- steel building
- 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.)
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Classifications
-
- 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
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a kind of assembling method of steel building, comprise the following steps：S1, pre-fabricated pedestal is placed on the precalculated position of ground, several pedestals are spaced apart on ground and may move or rotate；S2, uprights vertical is placed on the top surface of pedestal, then coordinated by screw bolt and nut and column is fastenedly connected on pedestal；S3, by truss installa-tion at the top of two adjacent columns；S4, wallboard is hoisted between two adjacent columns, the both ends of wallboard are locked on column respectively；S5, top plate is hoisted on truss, and be locked on truss.The assembling method of the steel building of the present invention, pedestal may move, rotate and be reusable independently of ground；Whole assembling method is easy to operate, efficiently quick, safety, each component can be according to construction location synchronously follow-up regulation, do not limited by regional context, solve that traditional assembled operating efficiency of examination is low, labor intensity is big, the problems such as certain potential safety hazard be present during operation.
Description
Technical field
The present invention relates to technical field of buildings, more particularly to a kind of assembling method of steel building.
Background technology
The assembly of traditional steel construction can only transport to on-site consolidation.On-site consolidation is to asymmetric buildings or has certain radian assembled
Acquire a certain degree of difficulty, field procedure is cumbersome, takes time and effort, and influences project progress, can't effectively solve size existing for structure and miss
Difference and guarantee architecture quality.In addition with limitations, therefore inconvenience is assembled.
The content of the invention
The technical problem to be solved in the present invention is, there is provided a kind of easy to operate, efficient quick and safe steel construction is built
The assembling method built.
The technical solution adopted for the present invention to solve the technical problems is：A kind of assembling method of steel building is provided,
Comprise the following steps：
S1, pre-fabricated pedestal is placed on the precalculated position of ground, between several pedestals are on the ground
Every distribution and removable or rotation；
S2, uprights vertical is placed on the top surface of the pedestal, then coordinated by screw bolt and nut the column is tight
It is solidly connected on the pedestal；
S3, by truss installa-tion at the top of two adjacent columns；
S4, wallboard is hoisted between two adjacent columns, the both ends of the wallboard are locked at described vertical respectively
On post；
S5, top plate is hoisted on the truss, and be locked on the truss.
Preferably, the surface in the bottom surface of the pedestal and the precalculated position of the ground is smooth plane.
Preferably, the pedestal is concrete component, is embedded with several bolts thereon, and one end of the bolt is protruded in institute
State the top surface of pedestal；The bottom of the column is provided with through hole and coordinated with the bolt.
Preferably, the base area of the pedestal is more than its top surface area.
Preferably, in step S2, the column is lifted by crane and is placed on the pedestal using rotary process or sliding method.
Preferably, in step S4, the side that the wallboard includes flat board and is transversely mounted on the surface of flat board one leads to；
The side stretches out the flat board towards the side of the column in logical both ends respectively；
The logical both ends of the side are locked on the corresponding column by bolt assembly respectively, so as to which the wallboard be consolidated
It is scheduled between two columns.
Preferably, in step S3, the truss includes trapezoidal framework, and the framework vertically-arranged is described vertical in adjacent two
Between post；
In step S5, top plate is laid between the top and bottom of framework respectively, forms the first top plate layer and second respectively
Top plate layer；A mezzanine space is formed between the first top plate layer and the second top plate layer.
Preferably, in step S3, the truss also includes the cylinder for being connected to framework both ends；The cylinder is placed on described
The top of column；The bottom of the cylinder with the relative connecting hole connected is respectively equipped with the top of the column, pass through bolt group
Part is located in the connecting hole and locks both.
Preferably, in step S1, four pedestals are placed on the precalculated position of the ground, four pedestals
Line forms a rectangular area, and is located at the diagonal angle of rectangular area respectively；
In step S2, four columns are placed and locked on four pedestals respectively；
In step S3, by two truss installa-tions in the top of two pairs of adjacent columns, two truss phases
It is parallel；
In step S4, wallboard is set between two pairs of adjacent columns respectively；Side where the wallboard and the purlin
Side where frame is adjacent and perpendicular.
Preferably, before step S5, crossbeam is installed between two relative truss；
In step S5, the top plate is laid and is fixed on the crossbeam.
Beneficial effects of the present invention：Pedestal may move, rotate and be reusable independently of ground；Whole assembling method
Easy to operate, efficiently quick, safety, each component can not be limited, solved according to construction location synchronously follow-up regulation by regional context
Traditional assembled operating efficiency of examination is low, labor intensity is big, the problems such as certain potential safety hazard be present during operation.
Brief description of the drawings
Below in conjunction with drawings and Examples, the invention will be further described, in accompanying drawing：
Fig. 1 is the flow chart of the assembling method of the steel building of one embodiment of the invention；
Fig. 2 be the steel building of one embodiment of the invention assembling method in pedestal structural representation；
Fig. 3 is that the assembling method central post of the steel building of one embodiment of the invention is arranged on the structural representation on pedestal
Figure；
Fig. 4 is the structural representation of steel building assembly process in the present invention.
Embodiment
In order to which technical characteristic, purpose and the effect of the present invention is more clearly understood, now compares accompanying drawing and describe in detail
The embodiment of the present invention.
With reference to figure 1- Fig. 4, the assembling method of the steel building of one embodiment of the invention, comprise the following steps：
S1, pre-fabricated pedestal 10 is placed on the precalculated position of ground 1, several pedestals 10 are spaced on ground 1
It is distributed and can rotates horizontally.
Wherein, the surface in the bottom surface 11 of pedestal 10 and the precalculated position of ground 1 is smooth plane, and both pass through smooth
Flat face touches, and pedestal 10 is not required to other fasteners by bolt etc. and is locked on ground 1, so as to which pedestal 10 can move with respect to ground
Dynamic, rotation.Pedestal is 10 independent parts separated with ground 1, has independence, reusable, can be lotus on ground 1
Load is delivered to lower sleeping soil layer, and does not influence the stability of self structure, can not solve problem so as to solve conventional on-site examination assembly
The problem assembled with scene examination is overcome.
Pedestal 10 can be rotated with horizontal direction, solve certain radian, and irregular large-scale steel structure building examination is assembled；Base
Seat 10 can be with displacement, and base position can be adjusted according to truss, crossbeam size by solving examination assembly between different spans.
Pedestal 10 can recycle, and can complete different parts assembly, different steel construction project examination assembly can also be completed, so as to save
About cost, reach economic, environmentally friendly, practical function.
As shown in Fig. 2 pedestal 10 may include opposite top surface 12 and bottom surface 11 and be connected to top surface 12 and bottom surface 11 it
Between several sides 13, the area of top surface 12 is less than the area of bottom surface 11, top surface 12 and bottom surface is connected to so as to which side 13 tilts
Between 11.In the present embodiment, pedestal 10 is domatic pedestal.
Pedestal 10 is concrete component, is embedded with several bolts 14 thereon.Protrude on the top of pedestal 10 one end of bolt 14
Face 12, column 20 is locked at pedestal 10 for matching somebody with somebody to merge with column 20.
Generally, according to the region of steel building, four pedestals 10 are placed on ground 1, four lines of pedestal 10 are formed
Rectangular area, and it is located at the diagonal angle of rectangular area respectively.
S2, column 20 is vertically disposed on the top surface 12 of pedestal 10, then coordinated by screw bolt and nut column 20 is tight
It is solidly connected on pedestal 10.
Wherein, column 20 can use I-steel cast concrete to be made, and form steel column.
The bottom of column 20 is provided with through hole (not shown) to coordinate with the bolt 14 on pedestal 10.When mounted, column 20
It can be sling and be vertically disposed on pedestal 10 by crane, the position of colligation suspension centre should be higher than that the center of gravity of column 20 on column 20.
When placing, staff can be adjusted in the side column of pedestal 10, so that the through hole of the bottom of column 20 is directed at pedestal 10 one by one
Bolt 14 on top surface 12.Crane gently transfers column 20, prevents from flumping impact and collided gudgeon, rear bolt 14 pierces into place
Column 20 is positioned on pedestal 10 by through hole, adjustment column 20 its its center line alignment cross hairs of pedestal 10, check and correction column 20
Perpendicularity, then by nut check on bolt 14, column 20 is locked on pedestal 10.Installation, the correction of column 20 should bases
The factors such as the temperature difference, sunshine influence to take corresponding measure.
Column 20 can be lifted by crane and be placed on pedestal 10 by rotary process or sliding method.Need to be at suspension column with sliding method lifting
Lay slide plate or rolling row；It is divided into during lifting and is just hanging method and tiltedly hanging method, just hanging method lifting and be easily installed, can be reduced and hung using the oblique method of hanging
Car suspension hook sling height.
S3, by truss 30 be arranged on two adjacent columns 20 top.
Wherein, truss 30 slings the top of column 20 by crane, and across between two columns 20, two are held part
Do not coordinate at the top of two columns 20, and be fastened on the top of column 20 by bolt etc. respectively.Typically use line-of-sight course pair
Truss 30 is lifted, and truss 30 is hung on column 20 could unclamp suspension hook after preliminary corrections and fixation.
Further, since the span of truss 30 is larger, suspension hook is unclamped again after bearing support also is installed below truss 30, is taken off with crane
From.
The ground 1 of four pedestals 10 is being placed, two truss 30 are being arranged on two pairs of adjacent columns 20, two truss
30 is parallel.The both sides of steel building where truss 30 can form front side and rear side respectively, or form two communicated
Outlet.
S4, wallboard 40 is hoisted between two adjacent columns 20, the both ends of wallboard 40 are locked on column 20 respectively.
According to the space size between the size of wallboard 40, two columns 20, wallboard 40 can be one or more；Multiple walls
Plate 40 is arranged between two columns 20 with upper and lower stacked system.
In the present embodiment, the side that wallboard 40 includes flat board and is transversely mounted on the surface of flat board one leads to；Just logical both ends
Flat board is stretched out respectively towards the side of column 20.Just logical both ends are locked on column 20 by bolt assembly respectively, so that will
Wallboard 40 is fixed between column 20.Preferably, the top and bottom for for two, being located at interval at flat board are just led to；Bolt assembly bag
Include high drawing bolt.
Specifically, as shown in figure 4, two columns 20 of installation wallboard 40 are respectively in two place columns 20 of truss 30
One, i.e. wallboard 40 and truss 30 is located at different sides in steel building, and two truss 30 are located at phase in steel building
To both sides, wallboard 40 is positioned at relative both sides in addition；The place side of wallboard 40 and the place side of truss 30 are adjacent and perpendicular.
S5, top plate (not shown) is hoisted on truss 30, and be locked on truss 30.
Wherein, top plate is connected to tile mode between two relative truss 30.
Alternatively, truss 30 may include trapezoidal framework, and framework vertically-arranged is between two adjacent columns 20.In step
In S5, top plate is laid between the top and bottom of framework respectively, forms the first top plate layer and the second top plate layer respectively；First top
A mezzanine space is formed between flaggy and the second top plate layer, can be in the dangerous generation such as fire as passway for escaping.
Further, truss 30 also includes the cylinder for being connected to framework both ends；Cylinder is placed on the top of column 20.Cylinder
Bottom and the top of column 20 be respectively equipped with relative connecting hole connect, by bolt assembly be located in connecting hole will both
Locking, so as to which truss 30 be locked on column 20.
In addition, before step S5, crossbeam (not shown) is installed between two relative truss 30, for branch support
Plate, improve the stability of top plate.Crossbeam is several, is spaced apart, both ends are separately fixed on two truss 30.
Accordingly, in step s 5, top plate is laid and is fixed on crossbeam, the outer rim of top plate towards truss 30 can also be with
Truss 30 connects, by the top seal of steel building.
In the present invention, wallboard, truss, top plate and crossbeam etc. can use I-steel cast concrete to be made.
In summary, assembling method of the invention is easy to operate, efficiently quick, safe, and individual component is same according to construction location
Step follow-up regulation, is not limited by regional context, solves that traditional assembled operating efficiency is low, labor intensity is big and operation process
It is middle in the presence of certain potential safety hazard the problem of.
Embodiments of the invention are the foregoing is only, are not intended to limit the scope of the invention, it is every to utilize this hair
The equivalent structure or equivalent flow conversion that bright specification and accompanying drawing content are made, or directly or indirectly it is used in other related skills
Art field, is included within the scope of the present invention.
Claims (10)
1. a kind of assembling method of steel building, it is characterised in that comprise the following steps：
S1, pre-fabricated pedestal is placed on the precalculated position of ground, several pedestals are spaced point on the ground
Cloth and removable or rotation；
S2, uprights vertical is placed on the top surface of the pedestal, then coordinates to fasten on the column by screw bolt and nut and connect
It is connected on the pedestal；
S3, by truss installa-tion at the top of two adjacent columns；
S4, wallboard is hoisted between two adjacent columns, the both ends of the wallboard are locked on the column respectively；
S5, top plate is hoisted on the truss, and be locked on the truss.
2. the assembling method of steel building according to claim 1, it is characterised in that the bottom surface of the pedestal and described
The surface in the precalculated position of ground is smooth plane.
3. the assembling method of steel building according to claim 1, it is characterised in that the pedestal is concrete structure
Part, is embedded with several bolts thereon, and the top surface in the pedestal is protruded in one end of the bolt；The bottom of the column is provided with logical
Hole coordinates with the bolt.
4. the assembling method of steel building according to claim 1, it is characterised in that the base area of the pedestal is big
In its top surface area.
5. the assembling method of steel building according to claim 1, it is characterised in that in step S2, using rotary process
Or the column is lifted by crane and is placed on the pedestal by sliding method.
6. the assembling method of steel building according to claim 1, it is characterised in that in step S4, the wallboard bag
The side for including flat board and being transversely mounted on the surface of flat board one leads to；The side stretches out the flat board direction in logical both ends respectively
The side of the column；
The logical both ends of the side are locked on the corresponding column by bolt assembly respectively, so as to which the wallboard be fixed on
Between two columns.
7. the assembling method of steel building according to claim 1, it is characterised in that in step S3, the truss bag
Trapezoidal framework is included, the framework vertically-arranged is between two adjacent columns；
In step S5, top plate is laid between the top and bottom of framework respectively, forms the first top plate layer and the second top plate respectively
Layer；A mezzanine space is formed between the first top plate layer and the second top plate layer.
8. the assembling method of steel building according to claim 7, it is characterised in that in step S3, the truss is also
Cylinder including being connected to framework both ends；The cylinder is placed on the top of the column；The bottom of the cylinder and described vertical
The connecting hole of relative connection is respectively equipped with the top of post, is located in by bolt assembly in the connecting hole and locks both.
9. the assembling method of the steel building according to claim any one of 1-8, it is characterised in that, will in step S1
Four pedestals are placed on the precalculated position of the ground, and four pedestal lines form a rectangular area, and divide
Not Wei Yu rectangular area diagonal angle；
In step S2, four columns are placed and locked on four pedestals respectively；
It is in step S3, two truss installa-tions are parallel in the top of two pairs of adjacent columns, two truss；
In step S4, wallboard is set between two pairs of adjacent columns respectively；Side where the wallboard and the truss institute
It is adjacent and perpendicular in side.
10. the assembling method of steel building according to claim 9, it is characterised in that before step S5, relative
Crossbeam is installed between two truss；
In step S5, the top plate is laid and is fixed on the crossbeam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710648112.1A CN107476423A (en) | 2017-08-01 | 2017-08-01 | The assembling method of steel building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710648112.1A CN107476423A (en) | 2017-08-01 | 2017-08-01 | The assembling method of steel building |
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| CN107476423A true CN107476423A (en) | 2017-12-15 |
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| CN201710648112.1A Pending CN107476423A (en) | 2017-08-01 | 2017-08-01 | The assembling method of steel building |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108360857A (en) * | 2018-03-19 | 2018-08-03 | 宁夏凤凰城智能制造有限公司 | A kind of movable type molding assembly workshop construction method |
| CN110158759A (en) * | 2019-05-24 | 2019-08-23 | 中建八局装饰工程有限公司 | Steel structure trapezium combined channel and its construction method |
| CN111203664A (en) * | 2020-01-17 | 2020-05-29 | 范满香 | Manufacturing method of steel structure pipe truss |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108360857A (en) * | 2018-03-19 | 2018-08-03 | 宁夏凤凰城智能制造有限公司 | A kind of movable type molding assembly workshop construction method |
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| CN110158759B (en) * | 2019-05-24 | 2024-01-16 | 中建八局装饰工程有限公司 | Steel structure trapezoid combined channel and construction method thereof |
| CN111203664A (en) * | 2020-01-17 | 2020-05-29 | 范满香 | Manufacturing method of steel structure pipe truss |
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Application publication date: 20171215 |