CN102787649A - Fully-prefabricated assembled balcony and manufacturing method thereof - Google Patents
Fully-prefabricated assembled balcony and manufacturing method thereof Download PDFInfo
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- CN102787649A CN102787649A CN2012102679408A CN201210267940A CN102787649A CN 102787649 A CN102787649 A CN 102787649A CN 2012102679408 A CN2012102679408 A CN 2012102679408A CN 201210267940 A CN201210267940 A CN 201210267940A CN 102787649 A CN102787649 A CN 102787649A
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Abstract
The invention discloses a fully-prefabricated assembled balcony and a manufacturing method thereof. A balcony plate is a prefabricated member, wherein steel bars extend out of the section of the prefabricated balcony plate, go deep into the cast-in-situ layer of a floor, and are fixedly connected in a cast-in-situ way; and a certain space is formed between the prefabricated balcony plate and a main body structure, and the prefabricated balcony plate and the main body structure are fixedly connected in a cast-in-situ way. The manufacturing method has the advantages of safe site operation, relatively simple operation, higher construction speed, shortening of the entire construction period, high structure strength, good building quality and increase in the economic benefit.
Description
Technical field
The present invention relates to construction engineering technical field, be specifically related to a kind of fully-prefabricated assembled balcony and manufacturing approach thereof.
Background technology
Balcony is an important member in the building, is in the junction chamber and outdoor tie, is the platform that the mankind get close to nature, and how effectively simplifying the balcony construction is good problem to study in the Building technology.The balcony slab cast-in-site of traditional architecture, construction technology is complicated, and progress is slow, and efficient is low, and constructor's degree of safety is not high.
Summary of the invention
Technical problem to be solved by this invention is: the problem that solves balcony slab cast-in-place construction process complicacy, poor safety performance in the above-mentioned prior art; And a kind of fully-prefabricated assembled balcony and manufacturing approach thereof are provided; Reduce construction period; Accelerate speed of application, ensure construction safety, increase economic efficiency.
The technical scheme that the present invention adopts is:
A kind of fully-prefabricated assembled balcony, balcony slab are prefabricated units, and reinforcing bar is stretched out on top, prefabricated balcony slab cross section, and reinforcing bar gos deep into the floor in-situ layer, and cast-in-place connection is fixed, and leave certain space between described prefabricated balcony slab and agent structure, and cast-in-place connection is fixed.
Operating principle:
Contrast cast-in-place or superimposed balcony slab, the big problem that complete prefabricated balcony slab will solve is exactly the problem of the firm degree of balcony slab and main component junction, and the junction of balcony slab and agent structure is a stressed emphasis.The present invention utilizes the reinforcing bar tension, the measuring body principle of concrete, and top, prefabricated balcony slab cross section goes out muscle, imbeds the agent structure in-situ layer, and behind the permanent fixation, concrete firmly combines with reinforcing bar; In the processing of balcony slab and agent structure junction, with staying certain space between balcony slab and agent structure, cast-in-place processing; Utilize cast-in-situ concrete and reinforcing bar to be combined into steel concrete integral body, have high strength, this stressed maximum; The place that structure is the weakest, integral body of cast-in-place one-tenth.
Advantageous effect:
Fully-prefabricated assembled balcony, balcony slab are that factory is prefabricated entirely, site operation safety, and it is simple relatively to construct, and speed of application is accelerated, and the whole construction duration shortens, and structural strength is high, and construction quality is good, has improved economic benefit.
Description of drawings
Fig. 1 is a structural representation of the present invention.
Among the figure, 1-prefabricated balcony slab, 2-balcony slab stretches out reinforcing bar, 3-floor in-situ layer, 4-floor preformed layer, 5-agent structure.
The specific embodiment
Referring to Fig. 1, the present invention adopts complete prefabricated balcony slab, replaces traditional superimposed sheet or cast-in-place plate, and prefabricated balcony slab stretches out reinforcing bar on the cross section, and gos deep into the floor in-situ layer.Cast-in-placely connect into an integral body.Can know that like figure there is certain space balcony slab and main component junction, use cast-in-place processing in the construction, globality is strengthened.
Claims (1)
1. fully-prefabricated assembled balcony, it is characterized in that: balcony slab is prefabricated units, reinforcing bar is stretched out in prefabricated balcony slab cross section; Reinforcing bar gos deep into the floor in-situ layer; Cast-in-place connection is fixed, and leaves certain space between described prefabricated balcony slab and agent structure, and cast-in-place connection is fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012102679408A CN102787649A (en) | 2012-07-31 | 2012-07-31 | Fully-prefabricated assembled balcony and manufacturing method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012102679408A CN102787649A (en) | 2012-07-31 | 2012-07-31 | Fully-prefabricated assembled balcony and manufacturing method thereof |
Publications (1)
| Publication Number | Publication Date |
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| CN102787649A true CN102787649A (en) | 2012-11-21 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2012102679408A Pending CN102787649A (en) | 2012-07-31 | 2012-07-31 | Fully-prefabricated assembled balcony and manufacturing method thereof |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103334495A (en) * | 2013-06-13 | 2013-10-02 | 南京长江都市建筑设计股份有限公司 | Prefabricated balcony connecting structure with steel trusses |
| CN103711198A (en) * | 2013-12-20 | 2014-04-09 | 湖北弘毅建设有限公司 | Upper-and-lower layer prefabricated balcony slab and supporting connecting structure between upper-and-lower layer prefabricated balcony slab and beam |
| CN104499565A (en) * | 2014-11-25 | 2015-04-08 | 张跃 | Assembled balcony |
| RU2598659C1 (en) * | 2015-07-09 | 2016-09-27 | Общество с ограниченной ответственностью "Стройтехинновации ТДСК" | Building balcony design |
| CN107795017A (en) * | 2017-10-25 | 2018-03-13 | 长沙远大住宅工业集团股份有限公司 | A kind of attachment structure and its construction method of caisson and partition wall |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101818539A (en) * | 2010-06-04 | 2010-09-01 | 北京万科企业有限公司 | Assembled integral building and construction method thereof |
| CN201614665U (en) * | 2010-03-12 | 2010-10-27 | 南通建筑工程总承包有限公司 | Air conditioner mounting plate connecting joint |
| US7882669B2 (en) * | 2006-05-18 | 2011-02-08 | Ping Qu | Composite concrete shear wall for heat insulation |
| CN101818527B (en) * | 2010-06-04 | 2011-07-20 | 北京万科企业有限公司 | Assembled integral shear wall structure system and construction method thereof |
| CN202706192U (en) * | 2012-07-31 | 2013-01-30 | 长沙远大住宅工业有限公司 | Fully-prefabricated assembly type balcony |
-
2012
- 2012-07-31 CN CN2012102679408A patent/CN102787649A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7882669B2 (en) * | 2006-05-18 | 2011-02-08 | Ping Qu | Composite concrete shear wall for heat insulation |
| CN201614665U (en) * | 2010-03-12 | 2010-10-27 | 南通建筑工程总承包有限公司 | Air conditioner mounting plate connecting joint |
| CN101818539A (en) * | 2010-06-04 | 2010-09-01 | 北京万科企业有限公司 | Assembled integral building and construction method thereof |
| CN101818527B (en) * | 2010-06-04 | 2011-07-20 | 北京万科企业有限公司 | Assembled integral shear wall structure system and construction method thereof |
| CN202706192U (en) * | 2012-07-31 | 2013-01-30 | 长沙远大住宅工业有限公司 | Fully-prefabricated assembly type balcony |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103334495A (en) * | 2013-06-13 | 2013-10-02 | 南京长江都市建筑设计股份有限公司 | Prefabricated balcony connecting structure with steel trusses |
| CN103711198A (en) * | 2013-12-20 | 2014-04-09 | 湖北弘毅建设有限公司 | Upper-and-lower layer prefabricated balcony slab and supporting connecting structure between upper-and-lower layer prefabricated balcony slab and beam |
| CN103711198B (en) * | 2013-12-20 | 2015-09-30 | 湖北弘毅建设有限公司 | A kind of levels prefabricated balcony plate and and beam between support and connection structure |
| CN104499565A (en) * | 2014-11-25 | 2015-04-08 | 张跃 | Assembled balcony |
| RU2598659C1 (en) * | 2015-07-09 | 2016-09-27 | Общество с ограниченной ответственностью "Стройтехинновации ТДСК" | Building balcony design |
| CN107795017A (en) * | 2017-10-25 | 2018-03-13 | 长沙远大住宅工业集团股份有限公司 | A kind of attachment structure and its construction method of caisson and partition wall |
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Address after: 410013 Changsha high tech Development Zone, Yuelu, Hunan Avenue, Changsha Yuanda Industrial Group Co., Ltd. Applicant after: CHANGSHA BROAD HOMES INDUSTRIAL INTERNATIONAL CO., LTD. Address before: 410013 Changsha Yuanda residential industry Co., Ltd., Yuelu Road, Changsha, Hunan, Yuelu District Applicant before: Changsha Yuanda Residential Industrial Co., Ltd. |
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Application publication date: 20121121 |