CN104895338B - A kind of building iron concrete structure column contracture device installation method - Google Patents
A kind of building iron concrete structure column contracture device installation method Download PDFInfo
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- CN104895338B CN104895338B CN201510312340.2A CN201510312340A CN104895338B CN 104895338 B CN104895338 B CN 104895338B CN 201510312340 A CN201510312340 A CN 201510312340A CN 104895338 B CN104895338 B CN 104895338B
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- column
- upper prop
- column upper
- prop
- contracture
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Abstract
The invention discloses a kind of building iron concrete structure column contracture device installation methods, include the following steps：Step 1: by building and the selected receipts column lower prop of structural requirement and receiving column upper prop；Step 2: selecting fixedly connected part according to detailing requiments, and it is connected to and receives on column upper prop；Step 3: pouring when receiving column lower prop when to column upper prop absolute altitude is received, column upper prop interpolation will be received and pouring；Step 4: receiving placing concrete in column upper prop；Step 5: pour roofing cant beam, cornice beam, room rafter and roof boarding, and will receive built in column upper prop.The present invention solves stiffness of structural member caused by prior art center pillar contracture and is mutated, the deficiency of Local Members poor seismic behavior etc..
Description
Technical field
The invention belongs to architectural design and technical field of construction, and in particular to a kind of building iron concrete structure column contracture
Device installation method.
Background technology
Chinese traditional architecture is the crystallization of oriental cultural, Chinese civilization, is the cultural resource of preciousness, has high go through
History, culture, art and scientific value.Previous traditional architecture is based on brick, timber structure, but with new material, the hair of new technology
Exhibition, reinforced concrete structure also gradually apply in the design of traditional architecture.But since the traditional architecture of this kind of structure type rises
Walk later, for some key techniques and construction measure, there are still insufficient or vacancies.
The shape of traditional style building modern structure component, node etc. need to meet the requirement of design so that traditional wind
Lattice building modern structure component, node equidimension and building method are very restricted and have prodigious area with modern structure
Not, it is substantially still blank to build the interdependent node research of modern structure to traditional style both at home and abroad at present, existing specification
There are not relevant regulations.
Invention content
The present invention provides a kind of building iron concrete structure column contracture device installation method, solves prior art center pillar
Stiffness of structural member caused by contracture is mutated, the deficiency of Local Members poor seismic behavior etc..
In order to achieve the above objectives, technical scheme is as follows：
A kind of building iron concrete structure column contracture device installation method, includes the following steps：
Step 1: by building and the selected receipts column lower prop of structural requirement and receiving column upper prop；
Step 2: selecting fixedly connected part according to detailing requiments, and it is connected to and receives on column upper prop；
Step 3: pouring when receiving column lower prop when to column upper prop absolute altitude is received, column upper prop interpolation will be received and pouring；
Step 4: receiving placing concrete in column upper prop；
Step 5: pour roofing cant beam, cornice beam, room rafter and roof boarding, and will receive built in column upper prop.
In a preferred embodiment of the invention, the roofing cant beam, cornice beam are horizontal, longitudinal column as contact
Connecting elements.
In a preferred embodiment of the invention, the fixedly connected part is bar dowel or peg.
Through the above technical solutions, the beneficial effects of the invention are as follows：
1, effective to meet the requirement of traditional architecture column contracture；
2, the weak disadvantage of anti-seismic performance after reinforced column contracture is compensated for；
3, column contracture construction method is simplified.
Description of the drawings
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technology description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
Some embodiments of invention for those of ordinary skill in the art without creative efforts, can be with
Obtain other attached drawings according to these attached drawings.
Fig. 1 is reinforced concrete structure column contracture organigram；
Fig. 2 is 1-1 sectional views in Fig. 1；
Fig. 3 is 2-2 sectional views in Fig. 1；
Fig. 4 is 3-3 sectional views in Fig. 1.
In figure, 1. receive column lower prop, and 2. receive column upper prop, 3. bar dowels (or peg), 4. roofing cant beams, 5. cornice beams, 6. rooms
Rafter, 7. roof boardings.
Specific implementation mode
In order to make the technical means, the creative features, the aims and the efficiencies achieved by the present invention be easy to understand, tie below
Conjunction is specifically illustrating, and the present invention is further explained.
Referring to Fig.1, Fig. 2 and Fig. 3, shown in Fig. 4, a kind of building iron concrete structure column contracture device, including：One by
It receives column lower prop 1 and receives the structural column that column upper prop 2 is constituted, a nesting is set to the cylinder in the receipts column upper prop, on the cylinder
End is connected with roofing assembly,
The roofing assembly includes a roof boarding 7, and a room rafter 6 and one for being set to 7 one end of roof boarding is set to roofing
Roofing cant beam 4 below plate, the cylinder are provided with cornice beam 5 with roof boarding junction.
Its middle column body lower loop is provided around bar dowel or peg 3.
The installation method of the present invention：
Step 1: by building and the selected receipts column lower prop 1 of structural requirement and receiving column upper prop 2；
Step 2: selecting bar dowel or peg 3 according to detailing requiments, and it is connected to and receives on column upper prop 2；
Step 3: pouring when receiving column lower prop 1 when to column 2 absolute altitude of upper prop is received, 2 interpolation of column upper prop will be received and pouring；
Step 4: receiving placing concrete in column upper prop 2；
Step 5: pour roofing cant beam 4, cornice beam 5, room rafter 6 and roof boarding 7 (wherein roofing cant beam 4,5 structure of cornice beam
Part horizontal, longitudinal column connecting elements as contact), and will receive built in column upper prop 2.
Through the above technical solutions, the effective of the present invention meets the requirement of traditional architecture column contracture；Compensate for reinforced concrete
The weak disadvantage of anti-seismic performance after earth pillar contracture；Simplify column contracture construction method.
The above shows and describes the basic principles and main features of the present invention and the advantages of the present invention.The technology of the industry
Personnel are it should be appreciated that the present invention is not limited to the above embodiments, and the above embodiments and description only describe this
The principle of invention, without departing from the spirit and scope of the present invention, various changes and improvements may be made to the invention, these changes
Change and improvement all fall within the protetion scope of the claimed invention.The claimed scope of the invention by appended claims and its
Equivalent thereof.
Claims (3)
1. a kind of building iron concrete structure column contracture device installation method, which is characterized in that include the following steps：
Step 1: by building and the selected receipts column lower prop of structural requirement and receiving column upper prop；
Step 2: selecting fixedly connected part according to detailing requiments, and it is connected to and receives on column upper prop；
Step 3: pouring when receiving column lower prop when to column upper prop absolute altitude is received, column upper prop interpolation will be received and pouring；
Step 4: receiving placing concrete in column upper prop；
Step 5: pour roofing cant beam, cornice beam, room rafter and roof boarding, and will receive built in column upper prop.
2. a kind of building iron concrete structure column contracture device installation method according to claim 1, which is characterized in that
The roofing cant beam, cornice beam horizontal, longitudinal column connecting elements as contact.
3. a kind of building iron concrete structure column contracture device installation method according to claim 1, which is characterized in that
The fixedly connected part is bar dowel or peg.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510312340.2A CN104895338B (en) | 2015-06-08 | 2015-06-08 | A kind of building iron concrete structure column contracture device installation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510312340.2A CN104895338B (en) | 2015-06-08 | 2015-06-08 | A kind of building iron concrete structure column contracture device installation method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104895338A CN104895338A (en) | 2015-09-09 |
| CN104895338B true CN104895338B (en) | 2018-09-28 |
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ID=54028263
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510312340.2A Active CN104895338B (en) | 2015-06-08 | 2015-06-08 | A kind of building iron concrete structure column contracture device installation method |
Country Status (1)
| Country | Link |
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| CN (1) | CN104895338B (en) |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4026510B2 (en) * | 2003-02-19 | 2007-12-26 | 株式会社大林組 | Rapid construction method for PCa structures |
| JP4823790B2 (en) * | 2006-07-18 | 2011-11-24 | 株式会社奥村組 | Column unit and method of building building using column unit |
| CN101476348B (en) * | 2008-12-22 | 2010-12-22 | 大庆石油学院 | Steel pipe concrete segment type coat node and its construction method |
| CN103061454A (en) * | 2012-12-13 | 2013-04-24 | 中铁二十局集团第四工程有限公司 | Locating method of installing concrete filled steel tubular column in underground deep hole |
| CN204081083U (en) * | 2014-06-26 | 2015-01-07 | 中建钢构有限公司 | A kind of variable-diameter joint dot structure of steel core concrete column |
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2015
- 2015-06-08 CN CN201510312340.2A patent/CN104895338B/en active Active
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| CN104895338A (en) | 2015-09-09 |
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