CN105298125B - Hanging hang structure system and its construction method are held under one kind - Google Patents
Hanging hang structure system and its construction method are held under one kind Download PDFInfo
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- CN105298125B CN105298125B CN201510667541.4A CN201510667541A CN105298125B CN 105298125 B CN105298125 B CN 105298125B CN 201510667541 A CN201510667541 A CN 201510667541A CN 105298125 B CN105298125 B CN 105298125B
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Abstract
The invention discloses holding upper hanging hang structure system and its construction method under one kind, including top reinforcement structure, the vertical force transferring structure in corner, after fill section, bottom transformational structure, middle vertical force transferring structure, hang system and lower support system in top, its construction method be work progress in first use transformational structure supporting system temporary support bottom transformational structure, and fill the interim tunable arrangement of section after rear dress section storey setting, after top reinforcement structure is formed, first unload and carry the interim tunable arrangement of section, more than section each layer concrete is filled after successively pouring again, finally unload transformational structure supporting system, so as to the upper structural system hung of forming part lower supporting part point.The present invention has broken the Traditional Thinking successively constructed from bottom to up, solves that big across converting system section is limited, Lack of support design challenges by the control of sequence of construction, in can be widely applied to need the structural system for setting long span transition structure.
Description
Technical field
The present invention relates to a kind of structural system and its construction method, specifically hanging hang structure system and its construction are held under one kind
Method.
Background technology
With continuing to develop for high-rise building, people are also more and more high-end to the building function demand of high-rise building
Change, in order to show its high-endization, the hotel at the top of high-rise building often has large span, the visual field demand of large space, structure
It is accomplished by disconnecting on the vertical primary structure post in part during design, and transformational structure is set, but the height of transformational structure is often received
Architect limits, and in this case, relying solely on transformational structure and bear all of structural load in its top cannot meet, because
This is accomplished by for the fractional load of superstructure being transferred directly to vertical applied force structure, so that mitigate the load of transformational structure, and
Successively the conventional construction method of construction cannot realize design idea upwards.Accordingly, it would be desirable to design and construction tight structure, invention one
New construction method is planted to realize this structure design intention.
The content of the invention
It is an object of the invention to provide upper hanging hang structure system and its construction method is held under one kind, to solve above-mentioned background skill
The problem proposed in art.
To achieve the above object, the present invention provides following technical scheme：
Hanging hang structure system, including top reinforcement structure, the afterwards vertical force transferring structure in corner, dress section, bottom turn are held under one kind
Structure, middle vertical force transferring structure, top hanging system and lower support system are changed, the vertical force transferring structure in centre is in bottom
Head is received below transformational structure, the bottom transformational structure is not enough to bear all loads of superstructure, the lower support body
Tie up in pressured state after structure is formed, the top is hung system and hangs state, the top in tension after structure is formed
Top hanging system fractional load is transferred to the vertical force transferring structure in corner by reinforcement structure, and the bottom transformational structure is by bottom branch
The system fractional load of holding is transferred to the vertical force transferring structure in corner.
As further scheme of the invention：The construction method of hanging hang structure system is held under a kind of, is comprised the following steps：
Step one, floor where substructure construction to bottom transformational structure and middle vertical force transferring structure have been constructed
Cheng Hou, installs transformational structure supporting system, then installs bottom transformational structure, and bottom transformational structure carries out pre- according to calculating requirement
Arch is set, and now the load of bottom transformational structure superstructure is directly transferred to middle vertical biography by transformational structure supporting system
The vertical force transferring structure of power structure and corner；
Step 2, continue constructing structure to it is rear dress section where floor, and after the completion of fill the interim tunable arrangement of section installation, after
The interim tunable arrangement of section is filled as interim force transferring structure, while there is provided discharge mechanism, its vertical adjustable value size is according to top
Structural simulation is calculated and determined；
Step 3, continues constructing structure until all construction completions of top reinforcement structure, now dress section is hung as top afterwards
Temporary connecting device between hanging body system and lower support system, and the vertical load that system is hung on top is transmitted, wherein on
Portion's hanging system floor concrete is postponed pouring；
Step 4, unloads to rear dress section, that is, loosen its vertical constraint, and unloading should be same according to calculation simulation analysis classification
Step is carried out, and now top hanging system is integrally moved down and forms hanging state；
Step 5, successively pour top hanging system floor concrete, after its vertical deformation stabilization after, after the completion of fill section end
Gu, system vertical structure will be hung and weld to form entirety with supporting system vertical structure；
Step 6, the synchronous unloading transformational structure supporting system of classification, completes overall structure construction.
Compared with prior art, the beneficial effects of the invention are as follows：
First, this construction method is efficiently solved and is transferred directly to vertically part-structure load more than transformational structure
Structure, so as to mitigate the technical barrier of transformational structure load.
Secondly, this construction method is a kind of approach for realizing that this design idea is both economical.
Again, the comparative maturity of the discharge mechanism discharging method employed in this construction method, work progress is easy to control
System.
In the composite can be widely applied to need to set the structural system of long span transition structure.
Brief description of the drawings
Fig. 1 holds the structural representation of hanging hang structure system under being.
Fig. 2 holds the corresponding state diagram of step one in the construction method of hanging hang structure system under being.
Fig. 3 changes structural support system composition schematic diagram during hanging hang structure system is held under being.
Fig. 4 holds step 2 corresponding states figure in the construction method of hanging hang structure system under being.
Fig. 5 holds step 3 corresponding states figure in the construction method of hanging hang structure system under being.
Fig. 6 holds step 4 corresponding states figure in the construction method of hanging hang structure system under being.
Fig. 7 holds step 5 corresponding states figure in the construction method of hanging hang structure system under being.
Fig. 8 holds step 6 corresponding states figure in the construction method of hanging hang structure system under being.
In figure：1- tops reinforcement structure, the vertical force transferring structure in 2- corners, fill after 3- section, 4- bottoms transformational structure,
Vertical force transferring structure, 6- tops hanging system, 6.1- hanging systems vertical structure, 6.2- hanging system horizontal junctions in the middle of 5-
Structure, 7- lower supports system, 7.1- supporting systems vertical structure, 7.2- supporting systems horizontal structure, 8- transformational structure branch
Section is filled after holding system, 8.1- transformational structure supporting systems force structure, 8.2- transformational structure supporting systems discharge mechanism, 9-
Interim tunable arrangement.
Specific embodiment
The technical scheme of this patent is described in more detail with reference to specific embodiment.
Refer to Fig. 1-8, hold hanging hang structure system under one kind, including the vertical force transferring structure 2 of top reinforcement structure 1, corner,
Dress section 3, bottom transformational structure 4, middle vertical force transferring structure 5, top hang system 6 and lower support system 7, the centre afterwards
Vertical force transferring structure 5 receives head in bottom transformational structure below 4, the bottom transformational structure 4 is not enough to bear superstructure institute
There is load, the lower support system 7 is in pressured state after structure is formed, and system 6 is hung after structure is formed in the top
State is hung in tension, the top hanging fractional load of system 6 is transferred to the vertical force transferring structure in corner by the top reinforcement structure 1
2, the fractional load of lower support system 7 is transferred to the vertical force transferring structure 2 in corner by the bottom transformational structure 4.
The construction method of hanging hang structure system is held under a kind of, its step is as follows：
Step one, substructure construction to the place floor of bottom transformational structure 4 and middle vertical force transferring structure 5 have been constructed
After the completion of, transformational structure supporting system 8 is installed, then bottom transformational structure 4 is installed, bottom transformational structure 4 is required according to calculating
Carry out pre- arch to set, during now the load of the superstructure of bottom transformational structure 4 is directly transferred to by transformational structure supporting system 8
Between vertical force transferring structure 5 and the vertical force transferring structure 2 in corner；
Step 2, continue constructing structure to it is rear dress the place floor of section 3, and after the completion of fill the interim tunable arrangement 9 of section installation,
The interim tunable arrangement 9 of section is filled afterwards as interim force transferring structure, while there is provided discharge mechanism, its vertical adjustable value size is according to upper
Portion's structural simulation is calculated and determined；
Step 3, continuation constructing structure are until all construction completions of top reinforcement structure 1, now fill section 3 as top afterwards
Temporary connecting device between hanging system 6 and lower support system 7, and the vertical load that system 6 is hung on top is transmitted, its
Middle and upper part hanging system 6 floor concrete is postponed pouring；
Step 4, unloads to rear dress section 3, that is, loosen its vertical constraint, and unloading should be classified according to calculation simulation analysis
Synchronously carry out, now top hanging system 6 is overall to be moved down and form hanging state；
Step 5, successively pour top hanging the floor concrete of system 6, after its vertical deformation stabilization after, after the completion of fill section 3
It is solid eventually, system vertical structure 6.1 will be hung and form overall with the welding of supporting system vertical structure 7.1；
Step 6, the synchronous unloading transformational structure supporting system 8 of classification, completes overall structure construction.
The better embodiment to this patent is explained in detail above, but this patent is not limited to above-mentioned embodiment party
Formula, in the ken that one skilled in the relevant art possesses, can also be on the premise of this patent objective not be departed from
Make a variety of changes.
Claims (2)
1. hold hanging hang structure system under one kind, including top reinforcement structure (1), the vertical force transferring structure in corner (2), afterwards dress section (3),
System (6) and lower support system (7) are hung in bottom transformational structure (4), middle vertical force transferring structure (5), top, and its feature exists
In the vertical force transferring structure in centre (5) receives head below in bottom transformational structure (4), and the bottom transformational structure (4) is not enough
To bear all loads of superstructure, the lower support system (7) is in pressured state after structure is formed, the top hanging
System (6) hangs state after structure is formed in tension, and system (6) part lotus is hung in top by the top reinforcement structure (1)
Load is transferred to the vertical force transferring structure in corner (2), and the bottom transformational structure (4) transmits lower support system (7) fractional load
To the vertical force transferring structure in corner (2).
2. it is a kind of it is as claimed in claim 1 under hold the construction method of hanging hang structure system, it is characterised in that including following step
Suddenly：
Step one, floor where substructure construction to bottom transformational structure (4) and middle vertical force transferring structure (5) have been constructed
After the completion of, transformational structure supporting system (8) is installed, bottom transformational structure (4) is then installed, bottom transformational structure (4) is according to meter
Calculating requirement carries out pre- arch setting, and now the load of bottom transformational structure (4) superstructure directly passes through transformational structure supporting system
(8) middle vertical force transferring structure (5) and the vertical force transferring structure in corner (2) are transferred to；
Step 2, continues floor where constructing structure to rear dress section (3), and after the completion of fill the installation of the interim tunable arrangement of section (9),
The dress interim tunable arrangement of section (9) is used as interim force transferring structure afterwards, while there is provided discharge mechanism, its vertical adjustable value size according to
Superstructure simulation is calculated and determined；
Step 3, continuation constructing structure are until top reinforcement structure (1) all construction completions, now fill section (3) as top afterwards
Temporary connecting device between hanging system (6) and lower support system (7), and transmit the vertical of top hanging system (6)
Load, its middle and upper part hanging system (6) floor concrete is postponed pouring；
Step 4, unloads to rear dress section (3), that is, loosen its vertical constraint, and unloading should be same according to calculation simulation analysis classification
Step is carried out, and now top is hung system (6) and integrally moves down and form hanging state；
Step 5, successively pour top hanging system (6) floor concrete, after its vertical deformation stabilization after, after the completion of fill section (3)
It is solid eventually, system vertical structure (6.1) will be hung and form overall with supporting system vertical structure (7.1) welding；
Step 6, synchronous unloading transformational structure supporting system (8) of classification, completes overall structure construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510667541.4A CN105298125B (en) | 2015-10-16 | 2015-10-16 | Hanging hang structure system and its construction method are held under one kind |
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| CN201510667541.4A CN105298125B (en) | 2015-10-16 | 2015-10-16 | Hanging hang structure system and its construction method are held under one kind |
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| CN105298125A CN105298125A (en) | 2016-02-03 |
| CN105298125B true CN105298125B (en) | 2017-06-23 |
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| CN201510667541.4A Active CN105298125B (en) | 2015-10-16 | 2015-10-16 | Hanging hang structure system and its construction method are held under one kind |
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| CN106759909B (en) * | 2016-12-15 | 2019-05-31 | 中建城市建设发展有限公司 | Bearing structure system and its construction method are hung up under one kind |
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| JP3028436B2 (en) * | 1992-06-16 | 2000-04-04 | 株式会社フジタ | How to change the suspended load |
| JP3733511B2 (en) * | 1999-07-16 | 2006-01-11 | 清水建設株式会社 | Building construction method |
| CN1740473A (en) * | 2005-09-13 | 2006-03-01 | 北京航空航天大学 | Arched conversion beam for high-rise building |
| CN202017257U (en) * | 2011-03-30 | 2011-10-26 | 广东南海国际建筑设计有限公司 | Large-span transformational structure for high-rise building |
| CN103866979A (en) * | 2014-02-27 | 2014-06-18 | 中天建设集团有限公司 | Construction method for conversion layer unloading type formwork system |
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