CN108798034A - A kind of construction method of high-rise steel structure engineering - Google Patents
A kind of construction method of high-rise steel structure engineering Download PDFInfo
- Publication number
- CN108798034A CN108798034A CN201810595958.8A CN201810595958A CN108798034A CN 108798034 A CN108798034 A CN 108798034A CN 201810595958 A CN201810595958 A CN 201810595958A CN 108798034 A CN108798034 A CN 108798034A
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- China
- Prior art keywords
- girder
- steel column
- steel structure
- welding
- construction method
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- 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
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- 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
- E04G21/14—Conveying or assembling building elements
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a kind of construction methods of high-rise steel structure engineering, including：Axis and absolute altitude to structural steelwork measure confirmation；Each steel column is fixedly mounted by drawing on ground；Each girder is installed on steel column, forms steel structure frame；It is welded in each welding node of steel column and girder；It carries out an acceptance inspection to the at all levels of steel structure frame by design requirement.The present invention simplifies construction process, and improves construction quality.
Description
Technical field
The present invention relates to the construction fields of steel construction.
Background technology
Existing building much all uses steel construction, especially many workshops, because demand space is big and saves building cost
Requirement, the mode of big more options structural steelwork built.But existing structural steelwork form of construction work, it is especially high
The form of construction work of layer structural steelwork, it is not rigorous enough, it generally requires to adjust repeatedly after construction, many duplications of labour can be done.And
And the structural steelwork precision for completing later cannot be ensured well.
Invention content
It is an object of the invention to a kind of construction methods of high-rise steel structure engineering, simplify construction process, and improve construction
Quality.
Realizing the technical solution of above-mentioned purpose is：
A kind of construction method of high-rise steel structure engineering, including：
Axis and absolute altitude to structural steelwork measure confirmation；
Each steel column is fixedly mounted by drawing on ground；
Each girder is installed on steel column, forms steel structure frame；
It is welded in each welding node of steel column and girder；
It carries out an acceptance inspection to the at all levels of steel structure frame by design requirement.
It is right in the axis and wrong absolute altitude of structural steelwork in the construction method of above-mentioned high-rise steel structure engineering
Absolute altitude and axis are handled.
In the construction method of above-mentioned high-rise steel structure engineering, after installing steel column, check steel column verticality whether
It complies with standard, if not being corrected in preset critical field.
In the construction method of above-mentioned high-rise steel structure engineering, after girder and steel column are connected and fixed by bolt, inspection
Whether the verticality for looking into steel column complies with standard, if not being corrected in preset critical field.
In the construction method of above-mentioned high-rise steel structure engineering, to each welding node of the steel column and girder that have welded
It checks damaged condition, if exceeding preset damage range, is modified.
In the construction method of above-mentioned high-rise steel structure engineering, each girder is installed on steel column, including：
Steel structure frame is divided into many levels from bottom to top by drawing；
The boundary position and girder link position of each level are marked on each steel column；
Each girder is installed by level successively from the bottom up；
The erection of main beam of each level is good to check whether the verticality of steel column complies with standard later；
After the erection of main beam of each level is good, the girder of every two adjacent layer time is connected by connecting rod.
In the construction method of above-mentioned high-rise steel structure engineering, welded in each welding node of steel column and girder
It connects, including：
Determine the type of each welding node；
In each welding node, different welding manners is selected by node type, and marks the symbol of corresponding each welding manner；
Corresponding welding manner is selected by label symbol, corresponding welding node is welded；
By the requirement standard of each welding manner, each welding node after welding is checked, to non-compliant heavy
New welding.
The beneficial effects of the invention are as follows：The present invention rapidly and accurately realizes steel construction by construction process that is rigorous, simplifying
The construction of engineering.Meanwhile by effectively verifying, modified mode, can ensure to a certain extent construction quality.And
And built by from bottom to top realizing by different level, meet the work progress of science, avoids the problem that adjusting repeatedly.
Description of the drawings
Fig. 1 is the flow chart of the construction method of the high-rise steel structure engineering of the present invention；
Fig. 2 is the flow chart that girder is installed in the present invention；
Fig. 3 is the flow chart welded in the present invention.
Specific implementation mode
The present invention will be further described with reference to the accompanying drawings.
Referring to Fig. 1, the construction method of the high-rise steel structure engineering of the present invention, includes the following steps：
Step S1, axis and absolute altitude to structural steelwork measure confirmation.In the axis and absolute altitude of structural steelwork
When wrong, absolute altitude and axis are handled.
Each steel column is fixedly mounted by drawing on ground in step S2.After installing steel column, check that the verticality of steel column is
It is no to comply with standard, if not being corrected in preset critical field.
Step S3 installs each girder on steel column, steel structure frame is formed, specifically as shown in Fig. 2, including：
Steel structure frame is divided into many levels by step S31 from bottom to top by drawing.
Step S32 marks the boundary position and girder link position of each level on each steel column.
Step S33 is installed each girder successively by level from the bottom up.
Step S34, the erection of main beam of each level is good to check whether the verticality of steel column complies with standard later, if not existing
In preset critical field, it is corrected.
After the erection of main beam of each level is good, the girder of every two adjacent layer time is connected by connecting rod by step S35.
Step S4 is welded in each welding node of steel column and girder, specifically as shown in figure 3, including：
Step S41 determines the type of each welding node.
Step S42 is selected different welding manners by node type in each welding node, and marks corresponding each welding side
The symbol of formula.
Step S43 selects corresponding welding manner by label symbol, is welded to corresponding welding node.
Step S44 checks each welding node after welding, by the requirement standard of each welding manner to not meeting
The welding again of standard.It is not inconsistent standardization to refer to：The damaged condition of welding node exceeds preset damage range.
Step S5 carries out an acceptance inspection to the at all levels of steel structure frame by design requirement.
Above example is used for illustrative purposes only rather than limitation of the present invention, the technology people in relation to technical field
Member, without departing from the spirit and scope of the present invention, can also make various transformation or modification, therefore all equivalent
Technical solution should also belong to scope of the invention, should be limited by each claim.
Claims (7)
1. a kind of construction method of high-rise steel structure engineering, which is characterized in that including：
Axis and absolute altitude to structural steelwork measure confirmation；
Each steel column is fixedly mounted by drawing on ground；
Each girder is installed on steel column, forms steel structure frame；
It is welded in each welding node of steel column and girder；
It carries out an acceptance inspection to the at all levels of steel structure frame by design requirement.
2. the construction method of high-rise steel structure engineering according to claim 1, which is characterized in that in the axis of structural steelwork
When line and wrong absolute altitude, absolute altitude and axis are handled.
3. the construction method of high-rise steel structure engineering according to claim 1, which is characterized in that after installing steel column, inspection
Whether the verticality for looking into steel column complies with standard, if not being corrected in preset critical field.
4. the construction method of high-rise steel structure engineering according to claim 1, which is characterized in that by bolt by girder and
After steel column is connected and fixed, check whether the verticality of steel column complies with standard, if not being corrected in preset critical field.
5. the construction method of high-rise steel structure engineering according to claim 1, which is characterized in that the steel column that has welded and
Each welding node of girder checks damaged condition, if exceeding preset damage range, is modified.
6. the construction method of high-rise steel structure engineering according to claim 4, which is characterized in that installed on steel column each
Girder, including：
Steel structure frame is divided into many levels from bottom to top by drawing；
The boundary position and girder link position of each level are marked on each steel column；
Each girder is installed by level successively from the bottom up；
The erection of main beam of each level is good to check whether the verticality of steel column complies with standard later；
After the erection of main beam of each level is good, the girder of every two adjacent layer time is connected by connecting rod.
7. the construction method of high-rise steel structure engineering according to claim 5, which is characterized in that in each of steel column and girder
A welding node is welded, including：
Determine the type of each welding node；
In each welding node, different welding manners is selected by node type, and marks the symbol of corresponding each welding manner；
Corresponding welding manner is selected by label symbol, corresponding welding node is welded；
By the requirement standard of each welding manner, each welding node after welding is checked, is welded again to non-compliant
It connects.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810595958.8A CN108798034A (en) | 2018-06-11 | 2018-06-11 | A kind of construction method of high-rise steel structure engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810595958.8A CN108798034A (en) | 2018-06-11 | 2018-06-11 | A kind of construction method of high-rise steel structure engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108798034A true CN108798034A (en) | 2018-11-13 |
Family
ID=64088235
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810595958.8A Pending CN108798034A (en) | 2018-06-11 | 2018-06-11 | A kind of construction method of high-rise steel structure engineering |
Country Status (1)
| Country | Link |
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| CN (1) | CN108798034A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112900868A (en) * | 2021-01-20 | 2021-06-04 | 山东华海塑胶建材有限公司 | Construction method of high-rise steel structure engineering |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1261638A (en) * | 1999-12-30 | 2000-08-02 | 王康强 | Mounting method for high-rise building steel structure |
| CN101886401A (en) * | 2010-07-14 | 2010-11-17 | 广州永联钢结构有限公司 | Segmented assembly component of steel end housings of underwater tunnel immersed segment and construction method |
| CN106812323A (en) * | 2015-11-30 | 2017-06-09 | 周子童 | The construction method of high-rise steel structure |
| CN107515953A (en) * | 2017-09-27 | 2017-12-26 | 武汉龙谷科尔技术有限公司 | One kind welding overall process quality tracing and analysis system |
-
2018
- 2018-06-11 CN CN201810595958.8A patent/CN108798034A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1261638A (en) * | 1999-12-30 | 2000-08-02 | 王康强 | Mounting method for high-rise building steel structure |
| CN101886401A (en) * | 2010-07-14 | 2010-11-17 | 广州永联钢结构有限公司 | Segmented assembly component of steel end housings of underwater tunnel immersed segment and construction method |
| CN106812323A (en) * | 2015-11-30 | 2017-06-09 | 周子童 | The construction method of high-rise steel structure |
| CN107515953A (en) * | 2017-09-27 | 2017-12-26 | 武汉龙谷科尔技术有限公司 | One kind welding overall process quality tracing and analysis system |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112900868A (en) * | 2021-01-20 | 2021-06-04 | 山东华海塑胶建材有限公司 | Construction method of high-rise steel structure engineering |
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| 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: 20181113 |