CN106677351A - Transfer beam structure used for adjusting deviation of hanging embedded parts and construction method - Google Patents
Transfer beam structure used for adjusting deviation of hanging embedded parts and construction method Download PDFInfo
- Publication number
- CN106677351A CN106677351A CN201710014463.7A CN201710014463A CN106677351A CN 106677351 A CN106677351 A CN 106677351A CN 201710014463 A CN201710014463 A CN 201710014463A CN 106677351 A CN106677351 A CN 106677351A
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- China
- Prior art keywords
- conversion
- hanging
- embedded part
- times transfer
- deviation
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- Pending
Links
- 238000010276 construction Methods 0.000 title claims abstract description 32
- 238000012546 transfer Methods 0.000 title claims abstract description 31
- 238000006243 chemical reaction Methods 0.000 claims description 43
- 239000000725 suspension Substances 0.000 claims description 22
- 238000013461 design Methods 0.000 claims description 7
- 238000005259 measurement Methods 0.000 claims description 6
- 238000003466 welding Methods 0.000 claims description 4
- 238000009434 installation Methods 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 abstract description 6
- 239000010959 steel Substances 0.000 abstract description 6
- 238000004873 anchoring Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
Landscapes
- 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 belongs to the field of steel structure building matching structures, and particularly relates to a transfer beam structure used for adjusting deviation of hanging embedded parts and a construction method. The transfer beam structure comprises vertical members connected with the hanging embedded parts, first transfer beams connected with the vertical members through hanging rods, second transfer beams connected with the bottoms of the first transfer beams and bottom platforms hung on the second transfer beams through the hanging rods. The structure is simple, by transferring for two times, the problem that hanging points are unable to be installed caused by embedding deviation of the embedded parts can be solved, the construction precision of a hanging platform is guaranteed, and construction efficiency is improved.
Description
Technical field
The invention belongs to steel building supporting structure field, and in particular to it is a kind of for adjust hanging embedded part deviation turn
Change girder construction and construction method.
Background technology
In recent years, the need for meet the growth of the aviation services amounts such as Airport passenger Throughput, goods postal handling capacity, airport is improved
Overall support capability, promotes the development of airport region economic society, the increasing airport expansion and newly-built machine
Field will implement.
As the steel structure platform of airdrome luggage processing system affiliated facility, in order to meet the baggage transport cart of lower space
Current requirement, it is often necessary to be designed to hang platform, hung using built-in fitting embedding in concrete main body structure
Hang.
Due to professional numerous, the arranged crosswise of the various electromechanical pipelines such as water pipe, fulgurite, airduct in airport engineering process of construction
Part built-in fitting can be caused to be blocked；The built-in fitting for being installed on concrete structure bottom also has the presence of construction deviation.If
It is traditional direct from built-in fitting or rear anchoring hanging when anchoring can not very easily be implemented afterwards due to the limitation of condition
Method cannot just be applied.
Therefore the present invention is exactly the demand from practice of construction, there is provided a kind of conversion for adjusting hanging embedded part deviation
Girder construction and construction method.
The content of the invention
It is an object of the invention to provide it is a kind of for adjust hanging embedded part deviation conversion girder construction and construction method, with
Realize, without measuring the existing deviation of built-in fitting, being mounted directly two times transfer girder construction to eliminate its deviation, improve constructing operation just
Profit, while improving the efficiency and security of construction.
To achieve the above object, the technical scheme of the specific offer of the present invention is：It is a kind of for adjusting hanging embedded part deviation
Conversion girder construction, including the conversion beam and that the vertical member being connected with built-in fitting is connected with vertical member by suspension rod
The connected two times transfer beam in secondary conversion beam bottom, the bottom platform on two times transfer beam is hung by suspension rod.
Further, described vertical member is connected with a conversion beam by height-adjustable suspension rod.
Further, the slotted hole of adjustable suspension rod plan-position is provided with a described conversion beam.
Further, described two times transfer beam is fixed and is welded in a conversion beam lower section or a conversion beam top.
A kind of construction method for adjusting the conversion girder construction of hanging embedded part deviation, comprises the following steps：First, using survey
Measuring appratus carry out getting setting-out ready on ground, demarcate embedded part central point and hanging structure suspension centre axis；2nd, according to suspension centre axis on ground
Two times transfer beam is laid on face；3rd, a conversion beam is laid according to embedded part center position, and carries out a conversion beam and secondary
The welding of conversion beam；4th, a conversion beam and two times transfer beam are lifted to design code position；5th, spelling bottom in ground is put down
Platform, is lifted to design code position, tightens nut, and suspension rod is fixed with the connector being welded in advance on two times transfer beam；6th,
Integral position measurement, and adjusting deviation are carried out after installation.
After such scheme, the present invention has many beneficial effects：
First, measurement work is greatly reduced.Large airport baggage handling system steel platform area is big, the built-in fitting point position that need to be used
Quantity is big, if surveying the position of each built-in fitting, measurement work is huge.It is of the invention to use, it is not necessary to measure built-in fitting
Physical location, reduces measurement workload, improves efficiency of construction.
2nd, built-in fitting uniform force.By two times transfer, can make full use of makes platform suspension centre arrange uniform, rule, so that
Ensure that the attractive in appearance of platform structure.
3rd, component can be made full-length, easy construction.Because the embedding error of built-in fitting can be by conversion beam knot
Structure is eliminated, therefore conversion beam and lower platform component can be made into full-length, facilitates factory process and site operation.
4th, a range of built-in fitting error can be adjusted, it is ensured that construction precision.
Brief description of the drawings
Fig. 1 is the general structure schematic diagram of two times transfer beam preferred embodiment under a conversion beam in the present invention；
Fig. 2 is the general structure schematic diagram of two times transfer beam preferred embodiment on a conversion beam in the present invention；
Fig. 3 is close-up schematic view at A in Fig. 1；
Fig. 4 is node profile at A in Fig. 1；
Fig. 5 is node top view at A in Fig. 1；
Fig. 6 is close-up schematic view at B in Fig. 1；
Fig. 7 is node profile at B in Fig. 1；
Fig. 8 is node top view at B in Fig. 1；
Fig. 9 is close-up schematic view at C in Fig. 1；
Figure 10 is node profile at C in Fig. 1；
Figure 11 is close-up schematic view at D in Fig. 1；
Figure 12 is node profile at D in Fig. 1；
Label declaration：
Built-in fitting 1；Vertical member 2；Bolt 3；Vertical member base plate 4；With the packing ring 5 of bolt matching；Suspension rod 6；Two times transfer beam
7；Conversion beam 8；Platform girder 9；First stiffening plate 10；Second stiffening plate.
Specific embodiment
With reference to accompanying drawing, present pre-ferred embodiments are described in further details.
As shown in figs. 1-11, it is a kind of that the conversion girder construction of embedded part deviation is hung for adjusting, including be connected with built-in fitting 1
Be connected with bottom of conversion beam 8 secondary turn of the conversion beam 8 that vertical member 2 and vertical member 2 are connected by suspension rod 6
Beam 7 is changed, the bottom platform on two times transfer beam 7 is hung by suspension rod 6.
In the present embodiment, vertical member 2 is by the angle welding of surrounding weld all around and the phase of built-in fitting 1 of concrete structure bottom
Even.
Conversion beam 8 of full-length is connected by suspension rod with vertical member 2, can be disappeared by the position of adjusting nut
Except the vertical error of built-in fitting, slotted hole is provided with conversion beam 8 of rectangular tube, can be by moving position of the suspension rod in slotted hole
Put to eliminate the plane error of built-in fitting.
Two times transfer beam 7 is welded on a lower section of conversion beam 8（Or top）.
Bottom platform is hung on two times transfer beam by suspension rod 6, and bottom platform suspension centre is it is noted that avoid built-in fitting position.
A kind of construction method for adjusting the conversion girder construction of hanging embedded part deviation, comprises the following steps：
First, carry out getting setting-out ready on ground using measuring instrument；2nd, two times transfer beam 7 is placed on the ground；3rd, according to setting-out
Point position place a conversion beam 8, and carry out the welding of a conversion beam 8 and two times transfer beam 7；4th, by an and of conversion beam 8
Two times transfer beam 7 is lifted to design code position, is rectified a deviation by suspension rod 6 and slotted hole；5th, decorative pattern is laid in bottom platform
Steel plate or general steel plate, and lift to design code position；6th, integral position measurement, and adjusting deviation are carried out after installation.
Above-described embodiment is only used for illustrating inventive concept of the invention, rather than the restriction to rights protection of the present invention,
All changes for carrying out unsubstantiality to the present invention using this design, all should fall into protection scope of the present invention.
Claims (5)
1. it is a kind of for adjust hanging embedded part deviation conversion girder construction, it is characterised in that：It is vertical including what is be connected with built-in fitting
The two times transfer beam that the conversion beam that component and vertical member are connected by suspension rod is connected with conversion beam bottom, passes through
Suspension rod hangs the bottom platform on two times transfer beam.
2. a kind of conversion girder construction for adjusting hanging embedded part deviation as claimed in claim 1, it is characterised in that：Described
Vertical member is connected with a conversion beam by height-adjustable suspension rod.
3. a kind of conversion girder construction for adjusting hanging embedded part deviation as claimed in claim 1, it is characterised in that：Described
The slotted hole of adjustable suspension rod plan-position is provided with conversion beam.
4. a kind of conversion girder construction for adjusting hanging embedded part deviation as claimed in claim 1, it is characterised in that：Described
Two times transfer beam is fixed and is welded in a conversion beam lower section or a conversion beam top.
5. it is a kind of for adjust hanging embedded part deviation conversion girder construction construction method, it is characterised in that comprise the following steps：
First, carry out getting setting-out ready on ground using measuring instrument, demarcate embedded part central point and hanging structure suspension centre axis；2nd, basis is hung
Point axis lays two times transfer beam on the ground；3rd, a conversion beam is laid according to embedded part center position, and is once turned
Change the welding of beam and two times transfer beam；4th, a conversion beam and two times transfer beam are lifted to design code position；5th, ground
Spelling bottom platform, is lifted to design code position, tightens nut, and suspension rod is entered with the connector being welded in advance on two times transfer beam
Row is fixed；6th, integral position measurement, and adjusting deviation are carried out after installation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710014463.7A CN106677351A (en) | 2017-01-10 | 2017-01-10 | Transfer beam structure used for adjusting deviation of hanging embedded parts and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710014463.7A CN106677351A (en) | 2017-01-10 | 2017-01-10 | Transfer beam structure used for adjusting deviation of hanging embedded parts and construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106677351A true CN106677351A (en) | 2017-05-17 |
Family
ID=58849380
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710014463.7A Pending CN106677351A (en) | 2017-01-10 | 2017-01-10 | Transfer beam structure used for adjusting deviation of hanging embedded parts and construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106677351A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109707164A (en) * | 2018-11-23 | 2019-05-03 | 中国五冶集团有限公司 | A kind of Civil Aviation Airport baggage system steel platform installation method |
| CN113107092A (en) * | 2021-03-29 | 2021-07-13 | 中铁十二局集团建筑安装工程有限公司 | Overhung conversion construction method for super high-rise steel structure |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200421539Y1 (en) * | 2006-05-02 | 2006-07-12 | 두우균 | structure of the insert mold with complex functions |
| CN101200916A (en) * | 2007-11-29 | 2008-06-18 | 浙江精工钢结构有限公司 | Construction method of prestressed suspension type building structure |
| CN202416577U (en) * | 2012-02-27 | 2012-09-05 | 山东同圆设计集团有限公司 | Suspended type equipment layer |
| CN204491837U (en) * | 2015-03-17 | 2015-07-22 | 天津天一建设集团有限公司 | Suspension type high-strength steel bar lifting module |
| CN205688642U (en) * | 2016-06-18 | 2016-11-16 | 青岛海川建设集团有限公司 | A kind of large space ceiling decoration supporting construction |
| CN206495330U (en) * | 2017-01-10 | 2017-09-15 | 浙江精工钢结构集团有限公司 | A kind of conversion girder construction for being used for adjusting hanging embedded part deviation |
-
2017
- 2017-01-10 CN CN201710014463.7A patent/CN106677351A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200421539Y1 (en) * | 2006-05-02 | 2006-07-12 | 두우균 | structure of the insert mold with complex functions |
| CN101200916A (en) * | 2007-11-29 | 2008-06-18 | 浙江精工钢结构有限公司 | Construction method of prestressed suspension type building structure |
| CN202416577U (en) * | 2012-02-27 | 2012-09-05 | 山东同圆设计集团有限公司 | Suspended type equipment layer |
| CN204491837U (en) * | 2015-03-17 | 2015-07-22 | 天津天一建设集团有限公司 | Suspension type high-strength steel bar lifting module |
| CN205688642U (en) * | 2016-06-18 | 2016-11-16 | 青岛海川建设集团有限公司 | A kind of large space ceiling decoration supporting construction |
| CN206495330U (en) * | 2017-01-10 | 2017-09-15 | 浙江精工钢结构集团有限公司 | A kind of conversion girder construction for being used for adjusting hanging embedded part deviation |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109707164A (en) * | 2018-11-23 | 2019-05-03 | 中国五冶集团有限公司 | A kind of Civil Aviation Airport baggage system steel platform installation method |
| CN113107092A (en) * | 2021-03-29 | 2021-07-13 | 中铁十二局集团建筑安装工程有限公司 | Overhung conversion construction method for super high-rise steel structure |
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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 |
Application publication date: 20170517 |
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| RJ01 | Rejection of invention patent application after publication |