CN106193356A - It is applicable to air entrained concrete floor plates and the installation method of shockproof requirements - Google Patents
It is applicable to air entrained concrete floor plates and the installation method of shockproof requirements Download PDFInfo
- Publication number
- CN106193356A CN106193356A CN201510230393.XA CN201510230393A CN106193356A CN 106193356 A CN106193356 A CN 106193356A CN 201510230393 A CN201510230393 A CN 201510230393A CN 106193356 A CN106193356 A CN 106193356A
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- China
- Prior art keywords
- support plate
- floor support
- plate
- rod member
- air entrained
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Abstract
Aerating plate that the present invention proposes a kind of new structure and the component being fixed on steel beam web plate, when this floor support plate uses, with bolt, it can be fixed with beam flexibility, simultaneously, the component being fixed on steel beam web plate limits the horizontal displacement of the floor support plate in the steel beam flange laid, therefore, when earthquake occurs, floor support plate will not landing from beam.Meet the antidetonation requirement to floor support plate.The meaning of this invention is: air entrained concrete floor plates can replace the use in steel construction assembles room of the cast-in-situ steel reinforced concrete floor support plate, accelerates the speed built a house and reduces the cost that builds a house.
Description
Technical field
The invention belongs to structure and the installation method of air entrained concrete floor plates: by changing the structure of aerated concrete panel and increasing the adnexa can fixed on girder steel so that the floor plates being arranged on beam can adapt to shockproof requirements.
Technical background
When using the mode assembled to complete tier building, need to use and the floor support plate of finished product is placed on girder steel, but the finished product floor support plate used need to meet the antidetonation requirement to floor support plate: when earthquake occurs, it is desirable to floor support plate can not landing from beam.By the structure of current aerating floor support plate and the mode that is arranged on girder steel, it is impossible to meet the shockproof requirements to floor support plate, therefore the floor support plate of steel construction all uses cast-in-place mode to complete at present.
Summary of the invention
Aerating plate that the present invention proposes a kind of new structure and the component being fixed on steel beam web plate, when this floor support plate uses, with bolt, it can be fixed with beam flexibility, simultaneously, the component being fixed on steel beam web plate limits the horizontal displacement of the floor support plate in the steel beam flange laid, therefore, when earthquake occurs, floor support plate will not landing from beam.Meet the antidetonation requirement to floor support plate.The meaning of this invention is: air entrained concrete floor plates can replace the use in steel construction assembles room of the cast-in-situ steel reinforced concrete floor support plate, accelerates the speed built a house and reduces the cost that builds a house.
Accompanying drawing explanation
Fig. 1 is the structure chart of the inside of the aerated concrete panel that the present invention is produced.
Fig. 2 is the concrete installation method of the aerated concrete panel of the present invention.
Fig. 3 is the present invention various rod members for arrangement of reinforcement.
Detailed description of the invention
Below, in conjunction with the detailed description of the invention of the accompanying drawing specific descriptions present invention:
Fig. 1, in the figure of the aerated concrete panel of the present invention, a part of air entrained concrete has been cut away on the left side, exposes the arrangement of reinforcement of the inside, it can be seen that porose on the top and bottom of C-type steel rod member termination.When the effect of this hole is the hole that bolt passes through on air entrained concrete floor support plate, the C-type steel in concrete slab can be passed through.So, aerated concrete panel can be firmly secured on girder steel (refer to Fig. 2).The left side is it can be seen that the hole do not cut on the air entrained concrete floor support plate of air entrained concrete.It is further observed that the plate being shaped as section T-shaped of fixture A has the curved of twice 90 degree in figure, on the face that fixture A contacts with web corresponding to the hole on hole and web, it is simple to fixture A is connected on the web of beam (see Fig. 2).
The installation diagram of the aerated concrete panel of the present invention of Fig. 2 is seen: bolt can be passed through the C-type steel in concrete slab, is fixed on girder steel by aerated concrete panel.In order to be further ensured that aerated concrete panel fixing on beam, in addition it is also necessary to increase fixture A.After being fixed on the web of air entrained concrete floor support plate surrounding beam by fixture A with bolt, the fixture A of surrounding limits moving horizontally of the air entrained concrete floor support plate that is placed on beam.
Represent in figure 3: the present invention includes the rectangle rod member of opening, I shape rod member, hollow rod member part, C font rod member, cylindrical shape rod member, L-type rod member and tee T rod member for the rod member of arrangement of reinforcement.
Claims (3)
1. a production method for air entrained concrete floor support plate, the end face of floor support plate has through hole, and this through hole is worn
Cross the hole on the face that its internal arrangement of reinforcement is parallel with floor plates top and bottom.
2., if claim 1 is as the rod member of the ingredient of arrangement of reinforcement in plate, include the rectangular shaft of opening
Part, I shape rod member, C font rod member, hollow component, cylindrical shape rod member, L-type rod member, tee T bar
Part.
3. floor support plate installs the fixture A that used, the shape of fixture A be section be that the plate of T-shaped has two
90 degree of road curved, porose on a face of plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510230393.XA CN106193356A (en) | 2015-05-02 | 2015-05-02 | It is applicable to air entrained concrete floor plates and the installation method of shockproof requirements |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510230393.XA CN106193356A (en) | 2015-05-02 | 2015-05-02 | It is applicable to air entrained concrete floor plates and the installation method of shockproof requirements |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106193356A true CN106193356A (en) | 2016-12-07 |
Family
ID=57459558
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510230393.XA Pending CN106193356A (en) | 2015-05-02 | 2015-05-02 | It is applicable to air entrained concrete floor plates and the installation method of shockproof requirements |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106193356A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108425457A (en) * | 2017-02-13 | 2018-08-21 | 万平华 | The production method of foamed concrete plate and aerated concrete panel with superperformance |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101793463A (en) * | 2009-09-18 | 2010-08-04 | 苏州新长光热能科技有限公司 | Crossbeam of hanging door lintel |
| CN102518301A (en) * | 2011-12-19 | 2012-06-27 | 上海富春建业科技股份有限公司 | Prefab house made of autoclaved aerated concrete slabs and assembly method for prefab house |
| CN203080931U (en) * | 2012-12-21 | 2013-07-24 | 河北建设集团有限公司 | Shear wall outer wall formwork bearing device |
| CN103590522A (en) * | 2013-11-28 | 2014-02-19 | 湖北鸿路钢结构有限公司 | Bearing floor combining steel structure and concrete |
| CN203729468U (en) * | 2014-01-26 | 2014-07-23 | 宁波大学 | Connecting structure for steel and bamboo combined floor and steel and bamboo combined beam |
| CN104110096A (en) * | 2014-08-06 | 2014-10-22 | 四川省建筑科学研究院 | Prefabricated building plate, building wall part and building house composed of prefabricated building plates and construction method of building house |
-
2015
- 2015-05-02 CN CN201510230393.XA patent/CN106193356A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101793463A (en) * | 2009-09-18 | 2010-08-04 | 苏州新长光热能科技有限公司 | Crossbeam of hanging door lintel |
| CN102518301A (en) * | 2011-12-19 | 2012-06-27 | 上海富春建业科技股份有限公司 | Prefab house made of autoclaved aerated concrete slabs and assembly method for prefab house |
| CN203080931U (en) * | 2012-12-21 | 2013-07-24 | 河北建设集团有限公司 | Shear wall outer wall formwork bearing device |
| CN103590522A (en) * | 2013-11-28 | 2014-02-19 | 湖北鸿路钢结构有限公司 | Bearing floor combining steel structure and concrete |
| CN203729468U (en) * | 2014-01-26 | 2014-07-23 | 宁波大学 | Connecting structure for steel and bamboo combined floor and steel and bamboo combined beam |
| CN104110096A (en) * | 2014-08-06 | 2014-10-22 | 四川省建筑科学研究院 | Prefabricated building plate, building wall part and building house composed of prefabricated building plates and construction method of building house |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108425457A (en) * | 2017-02-13 | 2018-08-21 | 万平华 | The production method of foamed concrete plate and aerated concrete panel with superperformance |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| DD01 | Delivery of document by public notice |
Addressee: Shen Yuxuan Document name: Notification of Publication of the Application for Invention |
|
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20161207 |
|
| WD01 | Invention patent application deemed withdrawn after publication |