CN107060336A - Long-span Cantilever Construction of Steel Structure method - Google Patents
Long-span Cantilever Construction of Steel Structure method Download PDFInfo
- Publication number
- CN107060336A CN107060336A CN201710234944.9A CN201710234944A CN107060336A CN 107060336 A CN107060336 A CN 107060336A CN 201710234944 A CN201710234944 A CN 201710234944A CN 107060336 A CN107060336 A CN 107060336A
- Authority
- CN
- China
- Prior art keywords
- support bar
- cantilevered structure
- construction
- buckling support
- long
- 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
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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
-
- 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
- E04B1/342—Structures covering a large free area, whether open-sided or not, e.g. hangars, halls
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention relates to a kind of Long-span Cantilever Construction of Steel Structure method, including buckling support bar and cantilevered structure, cantilevered structure is connected with support column by buckling support bar, comprised the following steps：The absolute coordinate virtual network of buckling support bar and cantilevered structure is set up on computers；It is marked in the actual tie point position of cantilevered structure；Determine actual connection point coordinates at the scene using total powerstation, actual connection point coordinates is controlled, cantilevered structure and buckling support bar are synchronously installed, and installation site is controlled using total powerstation.Long-span Cantilever Construction of Steel Structure method of the present invention, buckling support bar is synchronous with cantilevered structure to be installed, without installing the interim fixing devices such as interim setting, all kinds of jack, cantilevered structure need not carry out off-load, reduce working procedure, improve efficiency of construction, reduce construction cost, reduce construction hidden danger, it is ensured that the personal safety of workmen, improve construction quality.
Description
Technical field
It is to be related to a kind of Long-span Cantilever Construction of Steel Structure side specifically the present invention relates to a kind of construction techniques
Method.
Background technology
Long-span Cantilever steel construction, needs to carry out uninstall process, such as large stadium cantilevered structure needs profit before complete install
Carries out interim fixation with interim settings, all kinds of jack etc., after being segmented after part or general structure installation or whole
Off-load is carried out, to reach the resistance to overturning of structure.The requirement of unloading and process are more, to measure project and material, environment bar
Required in terms of part higher.It is discharged in Long-span Cantilever steel construction as last process and a most important step, the tradition
Discharging method needs to seek Land leveling in construction；Making, the installation of temporary facility, take construction land tenure or influence other specialties
Construction, while further relate to delayed engineering quality defects, progress, potential safety hazard, cost increase etc..
The content of the invention
For above-mentioned deficiency of the prior art, the present invention, which provides one kind, reduces working procedure, improves efficiency of construction,
Construction cost is reduced, construction hidden danger is reduced, it is ensured that the Long-span Cantilever Construction of Steel Structure of the personal safety of workmen
Method.
The technical solution used in the present invention is：
A kind of Long-span Cantilever Construction of Steel Structure method, including buckling support bar and cantilevered structure, cantilevered structure pass through flexing branch
Strut is connected with support column, comprises the following steps：
（1）The absolute coordinate virtual network of buckling support bar and cantilevered structure is set up on computers；The coordinate of virtual network is former
Point is consistent with the absolute coordinate origin constructed；
（2）Install in place using computer simulation, the absolute coordinate space X/Y/Z of actual tie point is chosen on cantilevered structure；Even
Contact coordinate chosen position is installation with regard on the outside of site；
（3）It is marked in the actual tie point position of cantilevered structure；
（4）Determine actual connection point coordinates at the scene using total powerstation, actual connection point coordinates is controlled, it is defeated in instrument
The absolute coordinate X/Y/Z for entering tie point is consistent with tie point actual coordinate；
（5）Cantilevered structure and buckling support bar are synchronously installed, and installation site, buckling support bar and knot of encorbelmenting are controlled using total powerstation
Structure is connected by flange welding.
The actual tie point quantity is 3-5.
The buckling support bar is connected with cantilevered structure and support column by flange.
The beneficial effect of the present invention compared with the prior art：
Long-span Cantilever Construction of Steel Structure method of the present invention, buckling support bar is synchronous with cantilevered structure to be installed, interim without installing
The interim fixing devices such as setting, all kinds of jack, cantilevered structure need not carry out off-load, reduce working procedure, improve
Efficiency of construction, reduces construction cost, reduces construction hidden danger, it is ensured that the personal safety of workmen, improves construction matter
Amount.
Brief description of the drawings
Fig. 1 is the Long-span Cantilever Construction of Steel Structure plan structure signal of Long-span Cantilever Construction of Steel Structure method of the present invention
Figure；
Fig. 2 is that the computer of Long-span Cantilever Construction of Steel Structure method of the present invention sets up simulation absolute coordinate control network；
Fig. 3 is that the structure of the absolute control coordinate points of the selection installation site of Long-span Cantilever Construction of Steel Structure method of the present invention is shown
It is intended to；
Fig. 4 is Fig. 3 A-A cross section structure diagrams；
Fig. 5 is that the utilization total powerstation of Long-span Cantilever Construction of Steel Structure method of the present invention controls the structural representation of installation process.
Critical piece symbol description in accompanying drawing：
In figure：
1st, buckling support bar 2, steel-tube construction of encorbelmenting
3rd, the origin of coordinates 4 of virtual network, actual tie point
5th, actual tie point 6, actual tie point
7th, coordinate chosen position 8, support column
9th, total powerstation.
Embodiment
Referring to the drawings and embodiment the present invention will be described in detail：
Knowable to accompanying drawing 1-5, a kind of Long-span Cantilever Construction of Steel Structure method, including buckling support bar 1 and cantilevered structure 2, encorbelment
Structure 2 is connected by buckling support bar 1 with support column 8, is comprised the following steps：
（1）The absolute coordinate virtual network of buckling support bar and cantilevered structure is set up on computers；The coordinate of virtual network is former
Point 3 is consistent with the absolute coordinate origin constructed；
（2）Install in place using computer simulation, actual tie point 4, actual tie point 5, actual connection are chosen on cantilevered structure
The absolute coordinate space X/Y/Z of point 6；Point coordinates chosen position 7 is connected to install with regard on the outside of site；
（3）It is marked in the actual tie point position of cantilevered structure；
（4）Determine actual connection point coordinates at the scene using total powerstation 9, actual connection point coordinates is controlled, in instrument
The absolute coordinate X/Y/Z of incoming junction is consistent with tie point actual coordinate；
（5）Cantilevered structure 2 and the synchronous installation of buckling support bar 2, installation site, welding and flange connection are controlled using total powerstation,
Reach that installation unloading is synchronously completed.
The actual tie point quantity is 3-5.
The buckling support bar is connected with cantilevered structure and support column by flange.
Long-span Cantilever Construction of Steel Structure method of the present invention, buckling support bar is synchronous with cantilevered structure to be installed, without installing
The interim fixing devices such as interim setting, all kinds of jack, cantilevered structure need not carry out off-load, reduce working procedure, carry
High efficiency of construction, reduces construction cost, reduces construction hidden danger, it is ensured that the personal safety of workmen, improve and apply
Working medium amount.
The above described is only a preferred embodiment of the present invention, not making any formal to the structure of the present invention
Limitation.Any simple modification, equivalent variations and modification that every technical spirit according to the present invention is made to above example,
Belong in the range of technical scheme.
Claims (3)
1. a kind of Long-span Cantilever Construction of Steel Structure method, including buckling support bar and cantilevered structure, cantilevered structure pass through flexing
Support bar is connected with support column, it is characterised in that comprise the following steps：
（1）The absolute coordinate virtual network of buckling support bar and cantilevered structure is set up on computers；The coordinate of virtual network is former
Point is consistent with the absolute coordinate origin constructed；
（2）Install in place using computer simulation, the absolute coordinate space X/Y/Z of actual tie point is chosen on cantilevered structure；Even
Contact coordinate chosen position is installation with regard on the outside of site；
（3）It is marked in the actual tie point position of cantilevered structure；
（4）Determine actual connection point coordinates at the scene using total powerstation, actual connection point coordinates is controlled, it is defeated in instrument
The absolute coordinate X/Y/Z for entering tie point is consistent with tie point actual coordinate；
（5）Cantilevered structure and buckling support bar are synchronously installed, and installation site, buckling support bar and knot of encorbelmenting are controlled using total powerstation
Structure is connected by flange welding.
2. Long-span Cantilever Construction of Steel Structure method according to claim 1, it is characterised in that：The actual tie point quantity
For 3-5.
3. Long-span Cantilever Construction of Steel Structure method according to claim 1, it is characterised in that：The buckling support bar is with hanging
Structure is chosen with support column by flange to be connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710234944.9A CN107060336A (en) | 2017-04-12 | 2017-04-12 | Long-span Cantilever Construction of Steel Structure method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710234944.9A CN107060336A (en) | 2017-04-12 | 2017-04-12 | Long-span Cantilever Construction of Steel Structure method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107060336A true CN107060336A (en) | 2017-08-18 |
Family
ID=59601780
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710234944.9A Pending CN107060336A (en) | 2017-04-12 | 2017-04-12 | Long-span Cantilever Construction of Steel Structure method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107060336A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109682417A (en) * | 2018-12-26 | 2019-04-26 | 中国铁路广州局集团有限公司 | High-speed rail station Long-Span Steel Space Structures health monitoring sensor-based system |
| CN110185185A (en) * | 2019-07-08 | 2019-08-30 | 同济大学建筑设计研究院(集团)有限公司 | A kind of cantilever frame space structure system |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105019665A (en) * | 2015-07-20 | 2015-11-04 | 中国二十二冶集团有限公司 | Method for mounting long-span structure beam based on total station |
-
2017
- 2017-04-12 CN CN201710234944.9A patent/CN107060336A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105019665A (en) * | 2015-07-20 | 2015-11-04 | 中国二十二冶集团有限公司 | Method for mounting long-span structure beam based on total station |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109682417A (en) * | 2018-12-26 | 2019-04-26 | 中国铁路广州局集团有限公司 | High-speed rail station Long-Span Steel Space Structures health monitoring sensor-based system |
| CN110185185A (en) * | 2019-07-08 | 2019-08-30 | 同济大学建筑设计研究院(集团)有限公司 | A kind of cantilever frame space structure system |
| CN110185185B (en) * | 2019-07-08 | 2024-03-19 | 同济大学建筑设计研究院(集团)有限公司 | Cantilever truss space structure system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107391793B (en) | Building structure dismantling method based on 3D scanning technology and MR mixed reality technology | |
| CN104866659B (en) | Steel construction integral hoisting method based on BIM | |
| Asyraf et al. | Evaluation of Design and Simulation of Creep Test Rig for Full‐Scale Crossarm Structure | |
| CN104748732B (en) | Measurement method for segmental precast bridge erection field | |
| CN107060336A (en) | Long-span Cantilever Construction of Steel Structure method | |
| CN107421761A (en) | The detection method and its device of immersed tube tunnel deformation and temperature in a kind of bilateral fire | |
| Hakim | Seismic assessment of RC building using pushover analysis | |
| Ferreira et al. | Seismic assessment and retrofitting of peruvian earthen churches by means of numerical modelling | |
| CN107299762A (en) | A kind of concrete pouring procedure based on BIM | |
| CN107687254A (en) | A kind of concrete disjunctor group storehouse slip form construction device and construction method | |
| CN102425313A (en) | Carriage stepped unloading method after expanding large-span truss structure | |
| CN103276909B (en) | The assembled moulding bed of rack of arch-shaped space truss assembling method and use thereof | |
| CN104196246A (en) | Partial-evacuation in-site lifting construction method for multidirectional stress structure of continuous truss | |
| CN102877412B (en) | Method of pre-assembly in integral erecting way of steel tower | |
| CN104060841B (en) | Large-span steel girder construction method of installation | |
| CN105387989A (en) | Method for providing metal wires on pipeline model to simulate wind-resisting characteristic of suspension cable pipe bridge | |
| CN105970975B (en) | A kind of base pit stand construction with basement building | |
| CN205421988U (en) | Concrete detached column consolidates with PLC intelligence synchronization of jacking up off -load construction equipment | |
| CN104480976B (en) | A kind of visual dead load test on pile foundation remote wireless monitoring system | |
| CN102926547A (en) | Installation method of curved-surface net rack of roof | |
| Zhang et al. | Construction process simulation and in situ monitoring of dendritic structure on nanjing Niushou mountain | |
| CN102191866A (en) | Device and method for removal construction of vertical posts positioned on lower part of large-span net rack | |
| KR20140140838A (en) | Structure of power-transmission tower | |
| CN104343382B (en) | Pedestrain raise solar steel design and construction method | |
| CN102704494A (en) | Sequence excavation top ring beam sharing device of adjacent foundation pits |
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 | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170818 |