CN201040887Y - Suspension integrated composite wall body - Google Patents
Suspension integrated composite wall body Download PDFInfo
- Publication number
- CN201040887Y CN201040887Y CNU2007200053729U CN200720005372U CN201040887Y CN 201040887 Y CN201040887 Y CN 201040887Y CN U2007200053729 U CNU2007200053729 U CN U2007200053729U CN 200720005372 U CN200720005372 U CN 200720005372U CN 201040887 Y CN201040887 Y CN 201040887Y
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- wall body
- wall
- reinforcing bar
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- plate
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Abstract
The utility model discloses a suspended integral composite wall body which includes a single side reinforced outer wall body, a two-side reinforced outer wall body, an inner partition wall body, the utility model is characterized in that the wall body uses the suspension type to transfer the load to the top beam, the wall body is made by using the mould supporting plate and the methods of binding reinforcing steel bar and spraying or pasting fine stone concrete on the mould plate, when the outer wall is constructed, the mould plate is used the abdomen wire puncturing type steel wire grid frame polyphenylene plate, the inner partition wall body uses the discontinuous structure treatment measures which are that the joint place of the wall body and the frame is installed with elastic lining cushions such as soft wood blocks and rubber products to improve the sound insulation; and the surface of the wall body is pasted with SG sound absorbing mortar to improve the sound insulation of the wall body.
Description
Technical field
The utility model relates to building construction technology, a kind of specifically hanging integral formula combined wall.
Background technology
At present, the fabric structure majority is to adopt brick mix structure and frame construction, these two kinds of structural system walls have that body of wall is thick, intensity is lower, speed of application is slow, from shortcomings such as great, heat insulating ability, globality and shock resistance differences, await reforming, especially brick mix structure has been wasted China's limited land resources in a large number.
Goal of the invention
The purpose of this utility model is, designs a kind of energy-saving and environmental protection, thickness of wall body is thin and cheap body of wall, in order to substitute common brick and haydite masonry wall.Adopt the frame structure building cost and the brick mix structure of this body of wall technology close in the northern area of China; For frame construction extensively substitutes brick mix structure, save China's land resources feasibility economically is provided.
Summary of the invention
A kind of hanging integral formula combined wall, its body of wall comprises one-sided arrangement of reinforcement outer wall body, both sides arrangement of reinforcement outer wall body, three kinds of internal partition wall bodies of wall, it is characterized in that body of wall adopts hang to transmit load to back timber, adopt a template, assembling reinforcement, on template, smear to press and spray pea gravel concreten method making body of wall, adopt abdomen silk penetrating type steel wire net rack polyphenyl plate as template during construction outer wall, the internal partition wall body of wall is because body of wall is thin, promptly cork block is installed so adopted discontinuous structure treatment measure at body of wall and framework junction, elastic inserts such as rubber, improving the solid sound insulation property, and smear SG sound absorption mortar to improve body of wall sound absorption property at surface of wall.
Compared with prior art, the beneficial effects of the utility model are:
Hanging integral formula combined wall has adopted the mode that hangs this transmission body of wall load, therefore not limited by ratio of height to thickness, makes the thickness of wall body attenuation.With the Border in Harbin Area is example: hanging integral formula outer wall body thickness is 34% of common brick body of wall, is 41% of haydite body of wall.Because adopt polyphenyl plate as insulation layer, heat-insulating property is better than traditional body of wall.Because the body of wall attenuation, hanging integral formula outer wall body load is 17% of a common brick body of wall, is 36% of haydite body of wall, can reduce main body and foundation structure cost greatly, thereby the whole building cost is further reduced.Because the body of wall attenuation, usable floor area can increase 5%-12% under the constant situation of building area, has reduced the usable floor area construction cost per square meter.Because the above-mentioned advantage of hanging integral formula body of wall provides feasibility economically for frame structure system substitutes brick mix structure more widely.Simultaneously, adopt hang transmit load effectively the solution framework structure make the problem of one deck wall crazing because of the backfill sinking.
Description of drawings
Fig. 1 is one-sided arrangement of reinforcement outer wall body structural representation;
Fig. 2 is both sides arrangement of reinforcement outer wall body structural representations;
Fig. 3 is an internal partition wall wall body structure schematic diagram;
1, exterior wall 2, main body 3, reinforcing bar 4, polyphenyl plate 5, outside reinforcing bar 6, elastic insert 7, gauze wire cloth
Specific embodiments
A kind of hanging integral formula combined wall, its body of wall comprise three kinds of one-sided arrangement of reinforcement bodies of wall, both sides arrangement of reinforcement body of wall, internal partition wall body of wall, below in conjunction with Fig. 1, Fig. 2, Fig. 3 the embodiment of three kinds of bodies of wall are specified:
Example one
The implementation method of one-sided arrangement of reinforcement outer wall body is described with reference to Fig. 1, reserve or implant reinforcing bar 3 in its exterior wall 1 and main body 2 structure junctions, after bar planting intensity reaches regulation, abdomen silk penetrating type steel wire net rack polyphenyl plate 4 is installed as template, the inboard body of wall reinforcing bar of colligation is smeared the pressure pea gravel concreten in polyphenyl plate 4 inboards, also can adopt sprayed mortar worker method, last is all over being the thick cement mortar of 6mm when smearing the pressure pea gravel concreten, and wherein cement and mortar volume ratio is 1: 2.
Example two
The implementation method of both sides arrangement of reinforcement outer wall body is described with reference to Fig. 2, reserve or implant reinforcing bar 3 in its exterior wall 1 and main body 2 structure junctions, after bar planting intensity reaches regulation, abdomen silk penetrating type steel wire net rack polyphenyl plate 4 is installed as template, the inboard body of wall reinforcing bar of colligation, smear the pressure pea gravel concreten in polyphenyl plate 4 inboards, also can adopt the pea gravel concreten worker method of spraying, last is all over being 6mm solid cement mortar when smearing the pressure pea gravel concreten, wherein cement and mortar volume ratio is 1: 2, after inboard pea gravel concreten intensity reaches requirement, adds outside reinforcing bar 5 in the outside of polyphenyl plate 4, colligation outside body of wall reinforcing bar is smeared the pressure pea gravel concreten in polyphenyl plate 4 outsides.
Example three
The implementation method of internal partition wall body of wall is described with reference to Fig. 3; reserve or implant reinforcing bar 3 in body of wall 1 and main body 2 structure junctions; elastic insert 6 is installed, after bar planting intensity reaches regulation, colligation body of wall reinforcing bar; gauze wire cloth 7 is installed on steel mesh reinforcement; in body of wall 1 one sides plain form is installed, on gauze wire cloth 7, is smeared and press the CL10 haydite concrete, also can adopt the CL10 haydite concrete worker method of spraying; CL10 haydite concrete intensity reaches stripping after the form removal requirement, smears SG sound absorption mortar at surface of wall.
Claims (2)
1. hanging integral formula combined wall, it is characterized in that: described body of wall is connected with back timber by suspended structure, described body of wall and agent structure junction are provided with reinforcing bar, the body of wall main body is a template, the template medial surface is provided with inboard body of wall reinforcing bar, and be coated with the pea gravel concreten layer, be coated with cement sand bed on the pea gravel concreten layer.
2. a kind of hanging integral formula combined wall according to claim 1 is characterized in that: described template is made of abdomen silk penetrating type steel wire net rack polyphenyl plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200053729U CN201040887Y (en) | 2007-03-02 | 2007-03-02 | Suspension integrated composite wall body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200053729U CN201040887Y (en) | 2007-03-02 | 2007-03-02 | Suspension integrated composite wall body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201040887Y true CN201040887Y (en) | 2008-03-26 |
Family
ID=39252593
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200053729U Expired - Fee Related CN201040887Y (en) | 2007-03-02 | 2007-03-02 | Suspension integrated composite wall body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201040887Y (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102776974A (en) * | 2011-05-13 | 2012-11-14 | 山东科技职业学院 | Novel building brick |
| CN101430180B (en) * | 2008-11-03 | 2012-11-21 | 上海隧道工程股份有限公司 | Security protection system used for steel reinforced concrete support blasting engineering |
| CN104314203A (en) * | 2014-10-27 | 2015-01-28 | 苏州金螳螂建筑装饰股份有限公司 | Reversely-hanging partition wall for super high-rise buildings |
| CN106401013A (en) * | 2016-09-13 | 2017-02-15 | 西南科技大学 | Manufacturing method of light composite load-bearing wall |
-
2007
- 2007-03-02 CN CNU2007200053729U patent/CN201040887Y/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101430180B (en) * | 2008-11-03 | 2012-11-21 | 上海隧道工程股份有限公司 | Security protection system used for steel reinforced concrete support blasting engineering |
| CN102776974A (en) * | 2011-05-13 | 2012-11-14 | 山东科技职业学院 | Novel building brick |
| CN104314203A (en) * | 2014-10-27 | 2015-01-28 | 苏州金螳螂建筑装饰股份有限公司 | Reversely-hanging partition wall for super high-rise buildings |
| CN106401013A (en) * | 2016-09-13 | 2017-02-15 | 西南科技大学 | Manufacturing method of light composite load-bearing wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C57 | Notification of unclear or unknown address | ||
| DD01 | Delivery of document by public notice |
Addressee: Li Hua Document name: Notification of Termination of Patent Right |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20080326 |