CN202148597U - Pillar and beam concealed type reinforced concrete whole-casting house - Google Patents
Pillar and beam concealed type reinforced concrete whole-casting house Download PDFInfo
- Publication number
- CN202148597U CN202148597U CN201120273488U CN201120273488U CN202148597U CN 202148597 U CN202148597 U CN 202148597U CN 201120273488 U CN201120273488 U CN 201120273488U CN 201120273488 U CN201120273488 U CN 201120273488U CN 202148597 U CN202148597 U CN 202148597U
- Authority
- CN
- China
- Prior art keywords
- column
- wall
- crossbeam
- concealed type
- reinforced concrete
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Images
Abstract
The utility model discloses a pillar and beam concealed type reinforced concrete whole-casting house, which comprises a wall body. The wall body comprises a filled wall (1) and a vertical column (2) connected with the filled wall (1), a corner of the wall body is formed by the vertical column (2), and the upper end faces of the filled wall (1) and the vertical column (2) are respectively provided with a cross beam (3). By means of the structure, the pillar and beam concealed type reinforced concrete whole-casting house is simple in overall structure and convenient to achieve. Houses formed by the pillar and beam concealed type reinforced concrete whole-casting house can avoid the fact that the vertical column (2) and the cross beams (3) occupy indoor space.
Description
Technical field
The utility model relates to building field, specifically is post beam concealed type steel concrete monobloc cast house.
Background technology
Existing house is in order to support floor and to guarantee the stable of building structure; Generally at indoor larger-size crossbeam and the column of being provided with; Wherein, crossbeam and column mainly are arranged on indoor and/or are arranged on mainly in the infilled wall that is made up of common brick and aerated blocks and protrude from outside the infilled wall.Existing house supports floor through crossbeam and column, and it plays a role to the stabilization energy that keeps building structure, yet; The house adopts existing structure and structure; Column and crossbeam can occupy indoor segment space, thereby cause indoor usage space area waste, and finishing inconvenience.
The utility model content
The purpose of the utility model is to overcome the deficiency of prior art, and a kind of post beam concealed type steel concrete monobloc cast house that can avoid column and crossbeam to occupy interior space area is provided.
The purpose of the utility model mainly realizes through following technical scheme: post beam concealed type steel concrete monobloc cast house; Comprise body of wall; Said body of wall comprises infilled wall and the column that is connected with infilled wall; The turning of said body of wall is made up of column, and the upper surface of said infilled wall and column is provided with crossbeam.The concrete shape of the utility model column cross-section can be carried out corresponding setting according to the turning difference of body of wall, like " L " type, T-shape, " 7 " type, " Z " type etc., thereby the stressed of the utility model can be disperseed uniformly.The infilled wall of the utility model, column and crossbeam three can integrated integral body when building, and avoid the existing shrinkage joint of existing building, thereby strengthen the shock resistance of the utility model.
Said infilled wall is made up of the light-concrete structure post of building.The infilled wall of the utility model adopts light weight concrete construction cast in situs to constitute; It is than the infilled wall of common brick and aerated blocks formation; The infilled wall that light weight concrete construction constitutes can utilize building waste; Save operation, save time and cost, protection land resources and environment, and be difficult for producing the metope crackle.
Said column and crossbeam constitute by the reinforced concrete structure post of building.The infilled wall of the utility model, column and crossbeam constitute by the structural column of building, and Stability Analysis of Structures and weight capacity are strong, thereby can reduce the size of infilled wall, column and crossbeam three thickness, save cost.
Said infilled wall, column and crossbeam three's thickness equates.The size of the utility model through infilled wall, column and crossbeam three thickness is set to identical, thereby makes the utility model be convenient to finishing.
The utility model compared with prior art has the following advantages and beneficial effect: the utility model comprises body of wall; Wherein, Body of wall comprises infilled wall and column; Crossbeam is arranged on the top of infilled wall and column, and column is set to the part of body of wall, thereby can avoid column and crossbeam to occupy interior space area.
Description of drawings
Fig. 1 is the syndeton sketch map of the utility model body of wall and crossbeam;
Fig. 2 is the crossbeam in the house of the utility model formation and the distributed architecture sketch map of column.
The pairing name of Reference numeral is called in the accompanying drawing: 1, infilled wall, 2, column, 3, crossbeam.
The specific embodiment
Below in conjunction with embodiment and accompanying drawing the utility model is done further to specify, but the embodiment of the utility model is not limited thereto.
Embodiment:
As shown in Figure 1, the utility model comprises body of wall, wherein; Body of wall comprises infilled wall 1 and column 2, and infilled wall 1 is built by light weight concrete construction and constituted, and promptly infilled wall 1 is the light-concrete structure post; Column 2 is built by steel concrete and is constituted, and promptly column 2 is the reinforced concrete structure post.The column 2 of the utility model is connected with infilled wall 1, and the upper surface of infilled wall 1 and column 2 is provided with crossbeam 3, and crossbeam 3 is also built by steel concrete and constituted, and promptly crossbeam 3 is the reinforced concrete structure post.As preferably, infilled wall 1, column 2 and crossbeam 3 threes' thickness equates that promptly infilled wall 1, column 2 and crossbeam 3 three's thickness is measure-alike, and so, the body of wall that then can avoid infilled wall 1, column 2 and crossbeam 3 threes to constitute is rough and uneven in surface.The turning of the utility model body of wall is made up of column 2; The concrete shape of the cross section of column 2 can be carried out corresponding setting according to the different turnings of body of wall; Like " L " type, T-shape, " 7 " type, " Z " type etc., " L " type that is shaped as of present embodiment central post 2.
Of Fig. 2, for the ease of embodying the structure of column 2 and crossbeam 3, with the crossbeam that is arranged on column 2 tops 3 perspectives, wherein, crossbeam 3 is not limited to be arranged on column 2 and infilled wall 1 top among the figure.In order to mate the structure at the different turnings of body of wall, column 2 is set to different shapes.
As stated, then can well realize the utility model.
Claims (4)
1. post beam concealed type steel concrete monobloc cast house; Comprise body of wall; It is characterized in that: said body of wall comprises infilled wall (1) and the column (2) that is connected with infilled wall (1); The turning of said body of wall is made up of column (2), and the upper surface of said infilled wall (1) and column (2) is provided with crossbeam (3).
2. post beam concealed type steel concrete monobloc cast according to claim 1 house, it is characterized in that: said infilled wall (1) is made up of the light-concrete structure post of building.
3. post beam concealed type steel concrete monobloc cast according to claim 1 house is characterized in that: said column (2) and crossbeam (3) constitute by the reinforced concrete structure post of building.
4. according to each described post beam concealed type steel concrete monobloc cast house of claim 1～3, it is characterized in that: said infilled wall (1), column (2) and crossbeam (3) three's thickness equates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120273488U CN202148597U (en) | 2011-07-29 | 2011-07-29 | Pillar and beam concealed type reinforced concrete whole-casting house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120273488U CN202148597U (en) | 2011-07-29 | 2011-07-29 | Pillar and beam concealed type reinforced concrete whole-casting house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202148597U true CN202148597U (en) | 2012-02-22 |
Family
ID=45589660
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201120273488U Expired - Fee Related CN202148597U (en) | 2011-07-29 | 2011-07-29 | Pillar and beam concealed type reinforced concrete whole-casting house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202148597U (en) |
-
2011
- 2011-07-29 CN CN201120273488U patent/CN202148597U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201206328Y (en) | Preform formwork of cast-in-place concrete rib floor | |
| CN205259592U (en) | Template structure of steel construction floor | |
| CN105822020A (en) | Multi-cavity concrete filled steel tube combined column with C-type steel and manufacturing method | |
| CN103556774B (en) | Integrated house component module manufacturing methods | |
| CN102003030A (en) | Prefabricated coal gangue concrete hollow shear wallboard | |
| CN202148597U (en) | Pillar and beam concealed type reinforced concrete whole-casting house | |
| CN201704859U (en) | Autoclaved aerated concrete slab | |
| CN217151511U (en) | Assembled concrete greening construction enclosure wall | |
| CN207660094U (en) | A kind of Quick assembling structure of house foundation | |
| CN101984203A (en) | Technique for refurbishment and reconstruction of old buildings in old quarters | |
| CN205822591U (en) | A kind of multi-cavity steel tube concrete coupled column of band C-type steel | |
| CN206090822U (en) | Concrete supporting frame and assembled concrete wall | |
| CN201679136U (en) | Hollow block for building | |
| CN202064448U (en) | Reinforced concrete structure used for antique building | |
| CN101725247A (en) | Manufacture method of cushion cap and patand molding bed for building pile foundation | |
| CN204609046U (en) | Thin wall steel tube concrete frame-light-steel light-concrete compound shear wall | |
| CN202248476U (en) | Honeycomb core building shuttering | |
| CN204940688U (en) | Body of wall | |
| CN205421621U (en) | Timber structure bearing diagonal shear force wall | |
| CN203160763U (en) | Steel-clad anti-theft machine room integrating two towers and machine room body | |
| CN209211873U (en) | A kind of new concrete construction formwork | |
| CN203160765U (en) | Steel-clad anti-theft machine room integrating three towers and machine room body | |
| CN209369179U (en) | Special-Shaped Column | |
| CN204356960U (en) | A kind of cast-in-place concrete hollow building roof | |
| CN206625405U (en) | A kind of steel house Anti-seismic wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120222 Termination date: 20130729 |